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1 LEGOLAND DR; STRUCT CALCS; CB091696; Permit (2)
M PI6390 Legoland Carlsbad, California Tower-1 Calculation (Rev-l, Jan, 2010} Description Page 1. Design criteria and loading information 1 - 7 2. Tower-1 analysis and design 8-68 3. Displacement check 69 - 74 4. Member end force and connection design 75 - 84 5. Reactions and loading table 85 - 110 »» M . &G& McMifcsn Vfcy tehaood 6,C • Casdo • V6W 1J7 W |«S4| J?3• !«8 • Fox 273-4518 DESIGN CRITIERA & LOADING INFORMATION Page 1 16390 LEGOLAND TOWER-1 DESIGN CRITERIA 1 2 3 4 CODE DESIGN LOADING a DEAD LOAD b LIVE LOAD c WIND LOAD CBC2007, AISC LRFD-05, ASCE-7-05 GUARDRAIL & THEME EACH SIDE 4" THK CONCR ON DECK ROOF FABRIC + THEME 4'-6" WIDTH STAIR WITH 1.5" CONC PAD 5' WIDTH STAIR WITH 1 .5" CONC PAD SLIDE SLIDE A SLIDE B PLATFORM / LANDING/ STAIR ROOF SLIDE SLIDE A SLIDE B (85mph, Basic wind pressure = 26psf) P81-24" PIPE COLUMN P80-12" STD PIPE COLUMN COLUMNS (ASSUME THEME AROUND TOWER) 26psf*50'/3= COLUMNS FROM PLATFORM TO ROOF (ASSUME THEME 3') 26psf*3'= RAILING +STRINGER+THEME (6'H) 26psf*6'= 5' WIDTH STAIR FACE (ONE EACH STRINGER) 26psf*2.5'= ROOF THEME AT EA. CORNER COLUMN 26psf*8'*8V2= SLIDE SLIDE A SLDIE B 50 ppf 42 psf 15 psf 200 ppf 220 ppf 700 Ibs 220 Ibs 100 psf 20 psf 2100 Ibs 720 Ibs 30 ppf 14 ppf 433 ppf 78 ppf 156 ppf 65 ppf 850 Ibs 1400 Ibs 640 Ibs d SEISMIC LOAD (NO BUILDING STRUCUTRE NOT SIMILAR TO BUILDING) SEISMIC IMPORTANCE FACTOR, l= 1.0 OCCUPANCY CATEGORY, II MAPPED SPECTRAL RESPONSE ACCELERATIONS, Ss= 1.266 Si= SITE CLASS, D SPECTRAL RESPONSE COEFFICIENTS, SDS= 0.844 SDI= SEISMIC DESIGN CATEGORY D BASIC SEISMIC-FORCE-RESITING SYSTEM - BRACED FRAME DESIGN BASE SHEAR, Eh= Cs*W= 0.56W VERTICAL LOAD EFFECT Ev= 0.2Sos*D= SEISMIC RESPONSE COEFFICIENT, Cs= 0.56 RESPONSE MODIFICATION FACTOR, R= 1.5 0.478 0.485 0.1688D ANALYSIS PROCEDURE USED EQUIVALENT LATERAL FORCE ANAYLSIS e SNOW LOAD For moment frame, R=1 .0 Oppf STRUCTURAL STEEL GRADE IN DESIGN CHANNEL W-BEAM HSS PIPE PLATE & MIS. BOLT IN DESIGN Fymin = 36 ksi Fymin = 50 ksi Fymin = 50 ksi Fymin = 42 ksi Fymin = 36 ksi (A325 BOLT) MEMBERING IN STAAD MODEL a STRINGER b BRACE c BEAM d COLUMN e CANOPY f MISC(DUMMY) g STAIR TREAD C10 KNEE BRACE HORI BRACE DIAG. BRACE C10 W10 W12 W14 W12 UNDER STAIR W10 ROOF BEAM W1 4 HSS BEAM COLUMN 1000 2000 2100 2200 3000 3100 3200 3300 3400 3500 3600 4000 71 00 TO 8200 11000 12000 20000 10000 Page 2 Page 3 Page 4 Seismic Effect and Combinations (IBC 2006, ASCE 7-05) Job Number: 16390 City: Legoland, Carlsbad, California Structure Tower-1 11/09/2009 Ss Si Fa Fv 1 .266 0,478 1 1 .52 V = CSW = 0.56 W Ev=0.2*Sos*D= 0,17 D 9 2e^DS~^MS~ 0.84 9 2?^Di =~^MI= 0.49 SMS=faSs= 1.27 SM1 = fvs, = 0.73 l= 1.00 Site Class Occupancy Group Seismic Design Category 2 D II D 12.8-1 12.4.2.2 11.4.4 11.4.4 11.4.3 11.4.3 Table 1 1 .5-1 R= 1.50 (no buiding structure similar to buildings) Table 15.4-1 TL = 8.00 s hn = 36.50 ft C, = 0.02 x = 0.75 Ta = 0.30 s Figure. 22.15-22.20 12.8.2.1 Table 12.8-2 Table 12.8-2 12.8.2.1 PageS Tower STAAD model load list Load Case Case-1 Case-2 Case-3 Case-4 Case-5 Case-6 Case-7 Dead load Live load Wind -X Wind -Z EQ-X EQ-Z EQ-DN 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 9 (56%*W 1 2 3 4 5 6 7 8 9 10 *56%*W 1 2 3 4 5 6 ? 8 9 10 (17%*W 1 2 3 4 5 6 T 8 9 10 FY= GY= GY= GY= GY= GY= GY= FY= FY= FY= GY= GY= GY= GY= GY= FY= FY= PX= PX= PX= PX= PX= PX= FX= FX= FX= PZ= PZ= PZ= PZ= PZ= PZ= FZ= FZ= PZ= FX= GX= GX= GX= GX= GX= GX= FX= FX= FX= FZ= GZ= GZ= GZ= GZ= GZ= GZ= FZ= FZ= FZ= FY= GY= GY= GY= GY= GY= GY= FY= FY= FY= -1 -50 -113 -125 -250 -130 -112 -700 -220 -5250 -225 -250 -500 -250 -150 -2100 -720 30 14 433 78 156 65 1400 640 850 30 14 433 78 156 65 1350 640 850 0.56 28 64 70 140 80 63 400 123 2940 0.56 28 64 70 140 80 63 400 123 2940 -0.17 -8.5 -19 -22 -43 -22 -19 -120 -38 -893 ppf ppf Ppf ppf ppf ppf Ibs Ibs Ibs ppf ppf ppf ppf ppf Ibs Ibs ppf ppf ppf ppf ppf ppf Ibs Ibs Ibs ppf ppf ppf ppf ppf ppf Ibs Ibs Ibs ppf ppf ppf ppf ppf ppf Ibs Ibs Ibs ppf ppf ppf ppf ppf ppf Ibs Ibs Ibs ppf ppf ppf ppf PPf ppf Ibs Ibs Ibs Notes Selfweight of structure Railing & theme selfweight Landing deck weight on 4.5' width stair stringer Landing deck weight on 5' width stair stringer Platform deck weight on 5' spacing beam Platform deck weight on edge beam Fabric roof & theme weight at perimeter beams Slide A s/w Slide B s/w Theme wall on each column 35'*1 5'*1 Opsf 1 0Opsf on 4.5' width stair stringer 100psf on5' width stair stringer 100psf on platform beam @ 5' space Platfrom edge beam Roof live load at perimeter beams (ZOpsf) Slide A s/w Slide B s/w P81 24" columns P80 12" columns Main tower columns W/ theme Roof columns W/ theme Railing+stringer+theme 5' Stair face wind load at each strigner Slide A Slide B Roof Theme at each comer column P81 24" columns P80 1 2" columns Main tower columns W/ theme Roof columns W/ theme Railing+stringerHheme 5' Stair face wind load at each strigner Slide A Slide B Roof Theme at each comer column Selfweight of structure Railing & theme selfweight*0.56 Landing deck weight on 4.5' width stair stringer*0.56 Landing deck weight on 5' width stair stringer*0.56 Platform deck weight on 5' spacing beam*0.56 Platform deck weight on edge beam*0.56 Roof & theme selftweight at perimeter beams*0,56 Slide A s/w *0.56 Slide B s/w *0.56 Theme wall on each column 35'*1 5'*8psf*0.56 Selfweight of structure Railing & theme selfweight*0.17 Landing deck weight on 4.5' width stair stringer*0.56 Landing deck weight on 5' width stair stringer*0.56 Platform deck weight on 5' spacing beam*0.56 Platform deck weight on edge beam*0.56 Roof £ theme selfweight ai perimeter b#ams*0.5S Slide A s/w *0.56 Slide B s/w "0.56 Theme wall on each column 35'*1 5'*8psf*0.56 Selfweight of structure Railing & theme selfweight Landing deck weight on 4.5' width stair stringer Landing deck weight on 5' width stair stringer Platform deck weight on 5' spacing beam Platform deck weight on edge beam Roof & theme selfweight at perimeter beams*0.1? Slide A s/w Slide B s/w Theme wall on each column 35'*15'*8psf*0.17 Page 6 Tower Load Combinations Building Code:CBC2007 LRFD 1605.2.1 (NOBUILDING STRUCTURE SIMILAR TO BUILDING) Load case > 1.4D(eq.16-1) 1.2D+1.6L(eg.16-2) 1,20+1 .6L+1. 6*0.1 6W (eq.16-3*) (40MPH) [Normal Operation) 1.2D+1.6W(eq.16-4*) 1.2D+1.0L+1.0E(eq.16-5) 0.9D+1.6W(eq.16-6) 0.9D+1.0E(eq.16-7) Load comb 10 20 30 31 32 33 34 35 36 37 40 41 42 43 44 45 46 47 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 70 71 72 73 74 75 76 77 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 1 Dead down 1.4 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 2 Live down 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3 Wind toX 0.26 -0.26 0.2 0.2 -0.2 -0.2 1.6 -1.6 1.2 1.2 -1.2 -1.2 1.6 -1.6 1.2 1.2 -1.2 -1.2 4 Wind toZ 0.26 -0.26 0.2 -0.2 0.2 -0.2 1.6 -1.6 1.2 -1.2 1.2 -1.2 1.6 -1.6 1.2 -1.2 1.2 -1.2 5 Quake toX 1 -1 1 -1 0.75 0.75 -0.75 -0.75 0.75 0.75 -0.75 -0.75 1 -1 1 -1 0.75 0.75 -0.75 -0.75 0.75 0.75 -0.75 -0.75 6 Quake toZ 1 -1 1 -1 0.75 -0.75 0.75 -0.75 0.75 -0.75 0.75 -0.75 1 -1 1 -1 0.75 -0.75 0.75 -0.75 0.75 -0.75 0.75 -0.75 7 Quake down 1 1 1 1 -1 -1 -1 -1 1 1 1 1 -1 -1 -1 -1 1 1 1 1 -1 -1 -1 -1 1 1 1 1 -1 -1 -1 -1 Page 7 TOWER-1 ANALYSIS & DESIGN PageS Software licensed to wwi Job No 16390 Sheet No Rev PartTower-1 Job Title LEGOLAND Ref By XY Dat£08-SEP-09 Chd Client CALIFORNIA File 16390Tower-1-1.std 08-Jan-2010 10:00 Print Time/Date: 08/01/2010 10:02 STAAD.Pro for Windows 20.07.04.12 Page 9 Print Run 1 of 1 Software licensed to wwi Job No 16390 Sheet No Rev partTower-1 Job Title LEGOLAND Ref By Date08-SEP-09 Chd Client CALIFORNIA File 16390Tower-1-1.std Date/Time o8-Jari-2010 10:00 r Print Time/Date: 08/01/2010 10:03 STAAD.Pro for Windows 20.07.04.12 Page 10 Print Run 1 of 1 Software licensed to wwi Job No 16390 Sheet No Rev partTower-1 Job Title LEGOLAND Ref By Dat€08-SEP-09 Chd Client CALIFORNIA File 16390Tower-1-1.std Date/Time Q8-Jan-2010 10:00 r *300 Print Time/Date: 08/01/2010 10:03 STAAD.Pro for Windows 20.07.04.12 Page 11 Print Run 1 of 1 Software licensed to wwi Job No 16390 Sheet No Rev partTower-1 Job Title LEGOLAND Ref By Dat£08-SEP-09 Chd Client CALIFORNIA File 16390Tower-1-1.std Date/Time o8-Jan-2010 10:00 Print Time/Date-. 08/01/2010 10:04 STAAD.Pro for Windows 20.07.04.12 Page 12 Print Run 1 of 1 Software licensed to wwi Job No 16390 Sheet No Rev partTower-1 Job Title LEGOLAND Ref By Date08-SEP-09 Chd Client CALIFORNIA File 16390Tower-1-1.std 08-Jan-2010 10:00 ""' 3601 "J600, 7102 "3893, 7307 1001 Print Time/Date: 08/01/2010 10:04 STAAD.Pro for Windows 20.07.04.12 Page 13 Print Run 1 of 1 Software licensed to wwi Job No 16390 Sheet No Rev partTower-1 Job Title LEGOLAND Ref XY Dat608-SEP-09 Chd Client CALIFORNIA File 16390Tower-1-1.std I Date/Time oa-Jan-2010 10:00 3602 3600 7902 7307 77nn "00 Print Time/Date: 08/01/2010 10:04 STAAD.Pro for Windows 20.07.04.12 Page 14 Print Run 1 of 1 Friday, January 08, 2010, 11:43(,AM PAGE NO. **************************************************** * * * STAAD. Pro * * Version 2007 Build 04 * * Proprietary Program of * * Research Engineers, Intl. * * Date= JAN 8, 2010 * * Time= 11:41:55 * * * * USER ID: wwi * **************************************************** 1. STAAD SPACE INPUT FILE: 16390 Tower-1-1.STD 2. START JOB INFORMATION 3. ENGINEER DATE 08-SEP-09 4. JOB NAME LEGOLAND 5. JOB CLIENT CALIFORNIA 6. JOB NO 16390 7. ENGINEER NAME XY 8. JOB PART TOWER-1 9. JOB REV 1 10. END JOB INFORMATION 11. INPUT WIDTH 79 12. UNIT FEET KIP 13. JOINT COORDINATES 14. 1 -3.34002 101.404 58 15. 2 -3.34002 101.404 63 16. 3 48.5 101.404 63.4261 17. 4 53 101.404 63.4261 18. 5 -2.42302 101.988 58 19. 6 -2.42302 101.988 63 20. 7 48.5 101.988 62.5091 21. 8 53 101.988 62.5091 22. 9 -1.50602 102.572 58 23. 10 -1.50602 102.572 63 24. 11 48.5 102.572 61.5921 25. 12 53 102.572 61.5921 26. 13 -0.589016 103.156 58 27. 14 -0.589016 103.156 63 28. 15 48.5 103.156 60.6751 29. 16 53 103.156 60.6751 30. 17 0.327985 103.74 58 31. 18 0.327985 103.74 63 32. 19 48.5 103.74 59.7581 33. 20 53 103.74 59.7581 34. 21 1.24499 104.324 58 35. 22 1.24499 104.324 63 36. 23 48.5 104.324 58.8411 37. 24 53 104.324 58.8411 38. 25 2.16199 104.908 58 39. 26 2.16199 104.908 63 40. 27 48.5 104.908 57.9241 Page 15C:\IVAN WORK\DESIGN\2009 Design Project\16390 Legoland\Design\Tower-l\Model\16390 Tower-1-1.anl Page 1 of 54 Friday, January 08, 2010, 11:43 AM STAAD SPACE — PAGE NO. 41. 28 53 104.908 57.9241 42. 29 3.07899 105.492 58 43. 30 3.07899 105.492 63 44. 31 48.5 105.492 57.007 45. 32 53 105.492 57.007 46. 33 3.99599 106.076 58 47. 34 3.99599 106.076 63 48. 35 48.5 106.076 56.09 49. 36 53 106.076 56.09 50. 37 4.91299 106.66 58 51. 38 4.91299 106.66 63 52. 39 48.5 106.66 55.173 53. 40 53 106.66 55.173 54. 41 5.82999 107.244 58 55. 42 5.82999 107.244 63 56. 43 48.5 107.244 54.256 57. 44 53 107.244 54.256 58. 45 6.74699 107.828 58 59. 46 6.74699 107.828 63 60. 47 48.5 107.828 53.339 61. 48 53 107.828 53.339 62. 49 7.66399 108.412 58 63. 50 7.66399 108.412 63 64. 51 48.5 108.412 52.422 65. 52 53 108.412 52.422 66. 53 8.58099 108.996 58 67. 54 8.58099 108.996 63 68. 55 48.5 108.996 51.505 69. 56 53 108.996 51.505 70. 57 9.498 109.58 58 71. 58 9.498 109.58 63 72. 59 48.5 109.58 50.588 73. 60 53 109.58 50.588 74. 61 10.415 110.164 58 75. 62 10.415 110.164 63 76. 63 48.5 110.164 49.671 77. 64 53 110.164 49.671 78. 65 11.332 110.748 58 79. 66 11.332 110.748 63 80. 67 48.5 110.748 48.754 81. 68 53 110.748 48.754 82. 69 15 110.85 63 83. 70 15 110.85 58 84. 71 17 110.85 65 85. 72 22 110.85 65 86. 73 12.249 111.332 58 87. 74 12.249 111.332 63 88. 75 48.5 111.332 47.837 89. 76 53 111.332 47.837 90. 77 48.5 111.5 43.083 91. 78 53 111.5 43.083 92. 79 47.5 111.5 43.083 93. 80 43 111.5 43.083 94. 81 13.166 111.916 58 95. 82 13.166 111.916 63 96. 83 48.5 111.916 46.92 Page 16C:\IVAN WORK\DESIGN\2009 Design Project\16390 Legoland\Design\Tower-l\Model\16390 Tower-1-1.anl Page 2 of 54 Friday, January 08, 2010,, 11: 43 ,AM STAAD SPACE 97. 84 53 111.916 46.92 98. 85 17 112.496 65 99. 86 22 112.496 65 100. 87 17 112.496 63 101. 88 17 112.496 58 102. 89 22 112.496 63 103. 90 17 112.496 57.419 104. 91 22 112.496 57.419 105. 92 22 112.496 58 106. 93 14.083 112.5 63 107. 94 14.083 112.5 58 108. 95 15 112.5 63 109. 96 15 112.5 58 110. 97 48.5 112.5 43.083 111. 98 53 112.5 43.083 112. 99 48.5 112.5 46.003 113. 100 53 112.5 46.003 114. 101 48.5 112.5 41.083 115. 102 53 112.5 41.083 116. 103 47.5 112.5 43.083 117. 104 43 112.5 43.083 118. 105 47.5 112.5 41.083 119. 106 43 112.5 41.083 120. 107 47.5 112.5 44.236 121. 108 43 112.5 44.236 122. 109 47.5 113.071 45.149 123. 110 43 113.071 45.149 124. Ill 17 113.079 56.502 125. 112 22 113.079 56.502 126. 113 47.5 113.655 46.062 127. 114 43 113.655 46.062 128. 115 17 113.663 55.585 129. 116 22 113.663 55.585 130. 117 7.5 114 80 131. 118 7.5 114 65 132. 119 7.5 114 50 133. 120 0 114 72.5 134. 121 15 114 72.5 135. 122 30 114 72.5 136. 123 47.5 114.239 46.975 137. 124 43 114.239 46.975 138. 125 17 114.247 54.668 139. 126 22 114.247 54.668 140. 127 47.5 114.823 47.888 141. 128 43 114.823 47.888 142. 129 17 114.831 53.751 143. 130 22 114.831 53.751 144. 131 17 114.916 50 145. 132 22 114.916 50 146. 133 15 114.916 43 147. 134 15 114.916 48 148. 135 47.5 115.407 48.801 149. 136 43 115.407 48.801 150. 137 17 115.415 52.834 151. 138 22 115.415 52.834 152. 139 47.5 115.991 49.714 — PAGE NO. Page 17C:\IVAN WORK\DESIGN\2009 Design Project\16390 Legoland\Design\Tower-l\Model\16390 Tower-1-1.anl Page 3 of 54 08,11:43 AM STAAD SPACE 153. 154. 155. 156. 157. 158. 159. 160. 161. 162. 163. 164. 165. 166. 167. 168. 169. 170. 171. 172. 173. 174. 175. 176. 177. 178. 179. 180. 181. 182. 183. 184. 185. 186. 187. 188. 189. 190. 191. 192. 193. 194. 195. 196. 197. 198 . 199. 200. 201. 202. 203. 204. 205. 206. 207. 208. 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 43 17 22 22. 47. 43 22. 22. 17 17 15 15 22. 17 22 17 22 47. 43 23. 23. 47. 43 24. 24. 47. 43 25. 25. 47. 43 26. 26. 47. 43 27. 27. 30 30 47. 43 28. 28. 37 32 47. 43 29. 29. 47. 43 30 30 47. 43 30. — PAGE NO. 4 115.991 49.714 115.999 51.917 115.999 51.917 664 116.57 43 5 116.575 50.627 116.575 50.627 0347 116.579 43 0347 116.579 48 116.579 48 116.579 43 116.579 43 116.579 48 664 116.579 48 116.583 51 116.583 51 116.583 50 116.583 50 5 117.159 51.54 117.159 51.54 581 117.161 43 581 117.161 48 5 117.743 52.453 117.743 52.453 498 117.745 43 498 117.745 48 5 118.327 53.366 118.327 53.366 415 118.329 43 415 118.329 48 5 118.911 54.279 118.911 54.279 332 118.913 43 332 118.913 48 5 119.495 55.192 119.495 55.192 249 119.497 43 249 119.497 48 119.671 43 119.671 48 5 120.079 56.105 120.079 56.105 166 120.081 43 166 120.081 48 120.41 50 120.41 50 5 120.663 57.018 120.663 57.018 083 120.665 43 083 120.665 48 5 121.247 57.931 121.247 57.931 121.249 43 121.249 48 5 121.831 58.844 121.831 58.844 917 121.833 48 Paqe18C:\IVAN WORK\DESIGN\2009 Design Project\16390 Legoland\Design\Tower-l\Model\16390 Tower-1-1. anl Page 4 of 54 Friday, January 08, 2010, 11:43f,AM STAAD SPACE — PAGE NO. 209. 196 36.997 121.833 43 210. 197 30.917 121.833 43 211. 198 36.997 121.833 48 212. 199 32 121.833 48 213. 200 32 121.833 43 214. 201 37 121.833 49.084 215. 202 32 121.833 49.084 216. 203 37 122.412 50.001 217. 204 32 122.412 50.001 218. 205 47.5 122.415 59.757 219. 206 43 122.415 59.757 220. 207 47.5 122.583 67.253 221. 208 43 122.583 62.75 222. 209 37 122.996 50.918 223. 210 32 122.996 50.918 224. 211 47.5 122.999 60.67 225. 212 43 122.999 60.67 226. 213 37 123.58 51.835 227. 214 32 123.58 51.835 228. 215 43 123.583 61.583 229. 216 47.5 123.583 67.25 230. 217 47.5 123.583 61.583 231. 218 42.585 123.583 67.25 232. 219 42.585 123.583 62.75 233. 220 43 123.583 62.75 234. 221 41.668 124.164 67.25 235. 222 41.668 124.164 62.75 236. 223 37 124.164 52.752 237. 224 32 124.164 52.752 238. 225 40.751 124.748 67.25 239. 226 40.751 124.748 62.75 240. 227 37 124.748 53.669 241. 228 32 124.748 53.669 242. 229 32 124.92 65 243. 230 37 124.92 65 244. 231 39.834 125.332 67.25 245. 232 39.834 125.332 62.75 246. 233 37 125.332 54.586 247. 234 32 125.332 54.586 248. 235 37 125.916 55.503 249. 236 32 125.916 55.503 250. 237 38.917 125.916 67.25 251. 238 38.917 125.916 62.75 252. 239 5 126.5 50 253. 240 10 126.5 50 254. 241 20 126.5 50 255. 242 25 126.5 50 256. 243 5 126.5 65 257. 244 10 126.5 65 258. 245 20 126.5 65 259. 246 25 126.5 65 260. 247 5 126.5 80 261. 248 10 126.5 80 262. 249 20 126.5 80 263. 250 25 126.5 80 264. 251 32 126.5 56.42 Page 19C:\IVAN WORK\DESIGN\2009 Design Project\16390 Legoland\Design\Tower-l\Model\16390 Tower-1-1.anl Page 5 of 54 Friday, January 08, 2010, 11:43 AM STAAD SPACE — PAGE NO. 265. 252 37 126.5 56.42 266. 253 30 126.5 67.25 267. 254 32 126.5 67.25 268. 255 37 126.5 67.25 269. 256 32 126.5 65 270. 257 37 126.5 65 271. 258 30 126.5 62.75 272. 259 32 126.5 62.75 273. 260 37 126.5 62.75 274. 261 38 126.5 67.25 275. 262 38 126.5 62.75 276. 263 30 126.5 56.42 277. 7100 0 103 50 278. 7101 0 114 50 279. 7102 0 126.5 50 280. 7103 0 136.5 50 281. 7200 15 103 50 282. 7201 15 110.85 50 283. 7202 15 114 50 284. 7203 15 114.916 50 285. 7204 15 126.5 50 286. 7300 30 103 50 287. 7301 30 109.175 50 288. 7302 30 109.91 50 289. 7303 30 114 50 290. 7304 30 114.916 50 291. 7305 30 119.671 50 292. 7306 30 120.41 50 293. 7307 30 126.5 50 294. 7308 30 136.5 50 295. 7400 0 103 65 296. 7401 0 114 65 297. 7402 0 126.5 65 298. 7500 15 103 65 299. 7501 15 110.85 65 300. 7502 15 114 65 301. 7503 15 126.5 65 302. 7600 30 103 65 303. 7601 30 110.85 65 304. 7602 30 114 65 305. 7603 30 124.92 65 306. 7604 30 126.5 65 307. 7700 0 103 80 308. 7701 0 114 80 309. 7702 0 126.5 80 310. 7703 0 136.5 80 311. 7800 15 103 80 312. 7801 15 114 80 313. 7802 15 126.5 80 314. 7900 30 103 80 315. 7901 30 114 80 316. 7902 30 126.5 80 317. 7903 30 136.5 80 318. 8000 48 103 43.083 319. 8001 48 111.5 43.083 320. 8100 45.25 103 65 Pago 201 nut* ^vC:\IVAN WORK\DESIGN\2009 Design Project\16390 Legoland\Design\Tower-l\Model\16390 Tower-1-1.anl Page of 54 Friday, January 08, 2010^. 11: 43r,AM STAAD SPACE 321. 322 . 323. 324. 325. 326. 327. 328. 329. 330. 331. 332. 333. 334. 335. 336. 337. 338. 339. 340. 341. 342. 343. 344. 345. 346. 347. 348. 349. 350. 351. 352. 353. 354. 355. 356. 357. 358. 359. 360. 361. 362. 363. 364. 365. 366. 367. 368. 369. 370. 371. 372. 373. 374. 375. 376. 8101 45 MEMBER 1000 1001 1002 1003 1004 1005 1006 1007 1008 1009 1010 1011 1012 1013 1014 1015 1016 1017 1018 1019 1020 1021 1022 1023 1024 1025 1026 1027 1028 1029 1030 1031 1032 1033 1034 1035 1036 1037 1038 1039 1040 1041 1042 1043 1044 1045 1046 1047 1048 1049 1050 1051 1052 .25 122.583 INCIDENCES 7 8 11 12 15 16 19 20 23 24 27 28 31 32 35 36 39 40 43 44 47 48 51 52 55 56 59 60 63 64 67 68 75 76 83 84 99 100 101 102 97 98 101 105 101 106 105 108 107 109 110 113 114 — PAGE NO. 7 65 3 4 7 8 11 12 15 16 19 20 23 24 27 28 31 32 35 36 39 40 43 44 47 48 51 52 55 56 59 60 63 64 67 68 75 76 83 84 97 98 99 100 102 103 105 104 106 104 103 107 108 109 110 Page 21-C:\IVAN WORK\DESIGN\2009 Design Project\16390 Legoland\Design\Tower-1 \Model\16390 Tower-1-1,anl Page 7 of 54 Friday, January 08, 2010, 11:43 AM STAAD SPACE 377. 378. 379. 380. 381. 382. 383. 384. 385. 386. 387. 388 . 389. 390. 391. 392. 393. 394. 395. 396. 397 . 398. 399. 400. 401. 402. 403. 404. 405. 406. 407. 408. 409. 410. 411. 412. 413. 414. 415. 416. 417. 418. 419. 420. 421. 422. 423. 424. 425. 426. 427 . 428. 429. 430. 431. 432. 1053 1054 1055 1056 1057 1058 1059 1060 1061 1062 1063 1064 1065 1066 1067 1068 1069 1070 1071 1072 1073 1074 1075 1076 1077 1078 1079 1080 1081 1082 1083 1084 1085 1086 1087 1088 1089 1090 1091 1092 1093 1094 1095 1096 1097 1098 1099 1100 1101 1102 1500 1501 1502 1503 1504 1505 123 124 127 128 135 136 139 140 144 145 157 158 161 162 165 166 169 170 173 174 179 180 185 186 189 190 193 194 205 206 211 212 217 215 216 220 219 218 221 222 225 226 231 232 237 238 261 262 260 255 5 6 9 10 13 14 — PAGE NO. 8 113 114 123 124 127 128 135 136 139 140 144 145 157 158 161 162 165 166 169 170 173 174 179 180 185 186 189 190 193 194 205 206 211 212 217 215 220 216 218 219 221 222 225 226 231 232 237 238 262 261 1 2 5 6 9 10 Paige 221 cue ±±7: \IVAN WORK\DESIGN\2009 Design Project\16390 Legoland\Design\Tower-l\Model\16390 Tower-1-1.anl Page 8 of 54 Friday, January 08, 2010,, 11:43 ,AM STAAD SPACE 433. 434. 435. 436. 437. 438. 439. 440. 441. 442. 443. 444 . 445. 446. 447 . 448. 449. 450. 451. 452. 453. 454. 455. 456. 457. 458. 459. 460. 461. 462. 463. 464. 465. 466. 467 . 468. 469. 470. 471. 472. 473. 474 . 475. 476. 477. 478. 479. 480. 481. 482. 483. 484. 485. 486. 487. 488. 1506 1507 1508 1509 1510 1511 1512 1513 1514 1515 1516 1517 1518 1519 1520 1521 1522 1523 1524 1525 1526 1527 1528 1529 1530 1531 1532 1533 1534 1535 1536 1537 1538 1539 1540 1541 1542 1543 1544 1545 1546 1547 1548 1549 1550 1551 1552 1553 1554 1555 1556 1557 1558 1559 1560 1561 17 18 21 22 25 26 29 30 33 34 37 38 41 42 45 46 49 50 53 54 57 58 61 62 65 66 73 74 81 82 94 93 90 91 87 88 89 87 92 88 88 87 95 96 111 112 115 116 125 126 129 130 137 138 141 142 — PAGE NO. 9 13 14 17 18 21 ' 22 25 26 29 30 33 34 37 38 41 42 45 46 49 50 53 54 57 58 61 62 65 66 73 74 81 82 88 92 85 87 86 89 89 92 96 95 93 94 90 91 111 112 115 116 125 126 129 130 137 138 Page 23C:\IVAN WORK\DESIGN\2009 Design Project\16390 Legoland\Design\Tower-l\Model\16390 Tower-1-1. anl Page 9 of 54 Friday, January 08, 2010, 11:43 AM STAAD SPACE 489. 490. 491. 492. 493. 494 . 495. 496. 497. 498. 499. 500. 501. 502. 503. 504. 505. 506. 507. 508. 509. 510. 511. 512. 513. 514. 515. 516. 517. 518. 519. 520. 521. 522. 523. 524. 525. 526. 527. 528 . 529. 530. 531. 532. 533. 534. 535. 536. 537. 538. 539. 540. 541. 542. 543. 544 . 1562 1563 1564 1565 1566 1567 1568 1569 1570 1571 1572 1573 1574 1575 1576 1577 1578 1579 1580 1581 1582 1583 1584 1585 1586 1587 1588 1589 1590 1591 1592 1593 1594 1595 1596 1597 1598 1599 1600 1601 1602 1603 1604 1605 1606 1607 1608 1609 1610 1611 1612 1613 1614 1615 1616 1617 153 154 143 146 147 146 148 149 148 152 148 147 155 156 159 160 163 164 167 168 171 172 175 176 181 182 187 188 191 192 197 195 196 198 201 202 199 198 200 199 203 204 209 210 213 214 223 224 227 228 233 234 235 236 252 251 — PAGE NO. 10 141 142 146 149 148 147 151 150 149 147 155 156 153 154 143 152 159 160 163 164 167 168 171 172 175 176 181 182 187 188 191 192 200 199 198 199 195 196 197 200 201 202 203 204 209 210 213 214 223 224 227 228 233 234 235 236 Pago 24C:\IVAN WORK\DESIGN\2009 Design Project\16390 Legoland\Design\Tower-l\Model\16390 Tower-1-l.anl Page 10 of 54 Friday, January 08, 2010 v 11: 43,.AM STAAD SPACE 545. 546. 547. 548. 549. 550. 551. 552. 553. 554. 555. 556. 557. 558. 559. 560. 561. 562. 563. 564. 565. 566. 567. 568. 569. 570. 571. 572. 573. 574. 575. 576. 577. 578. 579. 580. 581. 582. 583. 584. 585. 586. 587. 588. 589. 590. 591. 592. 593. 594. 595. 596. 597. 598. 599. 600. 1618 1619 1620 1621 1622 1623 1624 1625 1626 1627 1628 2000 2001 2002 2003 2100 2101 2102 2103 2104 2105 2106 2107 2108 2109 2110 2111 2112 2113 2114 2200 2201 2202 2203 2204 2205 2206 2207 2208 2209 2210 2211 2212 2213 2214 2215 2216 2217 2218 2219 2220 2221 2222 2223 3100 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3109 3110 3111 3112 3113 3114 3115 3116 3200 3201 3202 3203 3204 3205 3206 3207 3208 3209 3210 3211 3300 3301 3302 3303 3304 3305 3400 3401 3402 3403 3404 3405 3406 3407 3408 3409 3410 3500 3501 3502 3503 3504 3505 3600 3601 3602 3603 4000 4001 7204 7503 7307 7604 247 248 249 250 243 244 245 246 253 258 263 7102 7204 7702 7802 247 248 249 250 239 240 241 242 7402 7503 243 244 245 246 7201 69 70 7501 71 72 7203 131 132 133 134 177 178 7306 184 7603 229 7103 7103 7308 7703 79 8001 — PAGE NO. 12 7503 7802 263 253 243 244 245 246 239 240 241 242 7902 7604 258 239 241 247 249 248 7802 250 7902 240 7204 242 7307 243 245 244 7503 246 7604 70 7501 69 71 72 7601 131 132 7304 134 7203 178 7305 184 183 229 230 7308 7703 7903 7903 8001 77 Pago 26i auv &wC:\IVAN WORK\DESIGN\2009 Design Project\16390 Legoland\Design\Tower-l\Model\16390 Tower-1-1.anl Page 12 of 54 Friday, January 08, 2010,t, 11: 43,tAM STAAD SPACE 657. 658. 659. 660. 661. 662. 663. 664. 665. 666. 667. 668. 669. 670. 671. 672. 673. 674. 675. 676. 677. 678. 679. 680. 681. 682. 683. 684. 685. 686. 687. 688. 689. 690. 691. 692. 693. 694. 695. 696. 697. 698. 699. 700. 701. 702. 703. 704. 705. 706. 707. 708. 709. 710. 711. 712. 4002 4003 4004 4005 7100 7101 7102 7200 7201 7202 7203 7300 7301 7302 7303 7304 7305 7306 7307 7400 7401 7500 7501 7502 7600 7601 7602 7603 7700 7701 7702 7800 7801 7900 7901 7902 8000 8100 10001 10002 10003 10004 10005 10006 10007 10008 10009 10010 10011 10012 10013 10014 10015 10016 10017 10018 77 80 208 8101 7100 7101 7102 7200 7201 7202 7203 7300 7301 7303 7304 7304 7305 7306 7307 7400 7401 7500 7501 7502 7600 7601 7602 7603 7700 7701 7702 7800 7801 7900 7901 7902 8000 8100 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 — PAGE NO. 13 78 79 8101 207 7101 7102 7103 7201 7202 7203 7204 7301 7302 7302 7303 7305 7306 7307 7308 7401 7402 7501 7502 7503 7601 7602 7603 7604 7701 7702 7703 7801 7802 7901 7902 7903 8001 8101 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 Page 27C:\IVAN WORK\DESIGN\2009 Design Project\16390 Legoland\Design\Tower-l\Model\16390 Tower-1-1.anl Page 13 of 54 Friday, January 08, 2010, 11:43 AM STAAD SPACE 713. 714. 715. 716. 717. 718. 719. 720. 721. 722. 723. 724. 725. 726. 727. 728. 729. 730. 731. 732. 733. 734. 735. 736. 737. 738. 739. 740. 741. 742. 743. 744 . 745. 746. 747. 748 . 749. 750. 751. 752. 753. 754. 755. 756. 757. 758. 759. 760. 761. 762. 763. 764. 765. 766. 767. 768. 10019 10020 10021 10022 10023 10024 10025 10026 10027 10028 10029 10030 10031 10032 10033 10034 10035 10036 10037 10038 10039 10040 10041 10042 10043 10044 10045 10046 10047 10048 10049 10050 10051 10052 10053 10054 10055 10056 10057 10058 10059 10060 10061 10062 10063 10064 10065 10066 10067 10068 10069 10070 10071 10072 10073 10074 41 43 45 47 49 51 53 55 57 59 61 63 65 67 73 75 81 83 90 94 99 107 109 111 113 115 123 125 127 129 135 137 139 141 143 144 153 157 159 161 163 165 167 169 171 173 175 179 181 185 187 189 191 193 197 201 — PAGE NO. 14 42 44 46 48 50 52 54 56 58 60 62 64 66 68 74 76 82 84 91 93 100 108 110 112 114 116 124 126 128 130 136 138 140 142 152 145 154 158 160 162 164 166 168 170 172 174 176 180 182 186 188 190 192 194 195 202 Page 28C:\IVAN WORK\DESIGN\2009 Design Project\16390 Legoland\Design\Tower-l\Model\16390 Tower-1-1.anl Page 14 of 54 Friday, January 08, 2010,t, 11: 43>tAM STAAD SPACE 769. 770. 771. 772. 773. 774. 775. 776. 777. 778. 779. 780. 781. 782. 783. 784. 785. 786. 787. 788. 789. 790. 791. 792. 793. 794. 795. 796. 797. 798. 799. 800. 801. 802. 803. 804. 805. 806 . 807. 808. 809. 810. 811. 812. 813. 814. 815. 816. 817. 818. 819. 820. 821 . 822. 823. 824. 10075 203 10076 205 10077 209 10078 211 10079 213 10080 217 10081 218 10082 221 10083 223 10084 225 10085 227 10086 231 10087 233 10088 235 10089 237 10090 252 10091 261 20000 71 20001 72 20002 69 20003 70 20004 80 20005 79 20006 77 20007 78 20008 151 20009 150 20010 131 20011 132 20012 191 20013 192 20014 183 20015 184 20016 208 20017 207 20018 230 20019 229 DEFINE MATERIAL START ISOTROPIC CONCRETE E 453600 POISSON 0.17 DENSITY 0.14999 ALPHA 5.5E-006 DAMP 0.05 ISOTROPIC STEEL E 4.176E+006 POISSON 0.3 DENSITY 0.489024 ALPHA 6.5E-006 DAMP 0.03 END DEFINE MATERIAL — PAGE NO. 15 204 206 210 212 214 215 219 222 224 226 228 232 234 236 238 251 262 85 86 95 96 104 103 97 98 134 133 155 156 177 178 203 204 220 216 257 256 MEMBER PROPERTY AMERICAN 1000 TO 1102 1500 TO 1628 TABLE ST C10X20 Page 29C:\IVAN HORK\DESIGN\2009 Design Project\16390 Legoland\Design\Tower-l\Model\16390 Touer-1-1.anl Page 15 of 54 Friday, January 08, 2010, 11:43 AM STAAD SPACE — PAGE NO.16 825. 826. 827. 828. 829. 830. 831. 832. 833. 834. 835. 836. 837. 838. 839. 840. 841. 842. 843. 844. 845. 846. 847 . 848. 849. 850. 851. 852. 853. 854. 855. 856. 857. 858. 859. 860. 861. 862. 863. 864. 865. 866. 867. 868. 869. 870. 871. 872. 873. 874. 875. 876. 877. 878. 879. 880. *********BRACE****************** 2000 TO 2003 TABLE ST PIPS40 2100 TO 2114 TABLE ST PIPS40 2200 TO 2223 TABLE ST PIPS40 **********PLATFORM BEAM***************** 3100 TO 3116 TABLE ST W10X22 3200 TO 3211 TABLE ST W12X30 3300 TO 3305 TABLE ST W14X34 3400 TO 3410 TABLE ST W12X30 3500 TO 3505 TABLE ST W10X22 ********** ***ROOF* ************** 3600 TO 3603 TABLE ST W14X34 **********HSS BEAM************* 4000 TO 4005 TABLE ST HSST8X6X0.25 *********** COLUMN *************** 7100 TO 7102 7200 TO 7203 7300 TO 7307 7400 7401 7500 TO 7502 7600 TO 7603 - 7700 TO 7702 7800 7801 7900 TO 7902 TABLE ST PIPS100 8000 TABLE ST PIPS120 8100 TABLE ST PIPE OD 2 ID 1.9375 *********STAIR TREAD************* 10001 TO 10091 PRIS YD 0.125 ZD 1 ***********DUMMY MEMBER******** 20000 TO 20019 TABLE ST PIPS60 CONSTANTS BETA 180 MEMB 1001 1003 1005 1007 1009 1011 1013 1015 1017 1019 1021 1023 - 1025 1027 1029 1031 1033 1035 1037 1039 1041 TO 1043 1047 1050 1052 1054 - 1056 1058 1060 1062 1064 1066 1068 1070 1072 1074 1076 1078 1080 1082 1084 - 1086 1088 1089 1092 1094 1096 1098 1100 1101 1501 1503 1505 1507 1509 1511 - 1513 1515 1517 1519 1521 1523 1525 1527 1529 1531 1533 1535 1537 1539 1542 - 1544 1547 1548 1551 1553 1555 1557 1559 1561 1563 1566 1568 1571 1573 1575 - 1577 1579 1581 1583 1585 1587 1589 1591 1593 1595 1597 1598 1603 1605 1607 - 1609 1611 1613 1615 1617 1618 1622 1624 1625 1627 MATERIAL CONCRETE MEMB 10001 TO 10091 MATERIAL STEEL MEMB 1000 TO 1102 1500 TO 1628 2000 TO 2003 2100 TO 2114 2200 - 2201 TO 2223 3100 TO 3116 3200 TO 3211 3300 TO 3305 3400 TO 3410 3500 TO 3505 3600 TO 3603 4000 TO 4005 7100 TO 7102 7200 TO 7203 7300 TO 7307 7400 7401 - 7500 TO 7502 7600 TO 7603 7700 TO 7702 7800 7801 7900 TO 7902 8000 8100 - 20000 TO 20019 SUPPORTS 8000 8100 FIXED 1 TO 4 FIXED BUT MX MY MZ KFX 20 KFZ 2 7100 7200 7300 7400 7500 7600 7700 7800 7900 PINNED MEMBER RELEASE 1038 1043 1087 1088 1101 1102 1546 1547 1572 1573 1594 1595 1618 TO 1620 1625 1628 3101 TO 3113 3200 TO 3203 3300 3301 3400 3403 3406 3502 - 3504 START MY MZ 1089 1540 1542 1568 1569 1596 1597 1625 1628 3101 TO 3103 3106 TO 3115 3205 - 3207 3209 3211 3303 3305 3401 3405 3408 3410 3501 END MY MZ 2000 TO 2003 2100 TO 2108 2200 TO 2223 START MY MZ 2000 TO 2003 2101 2105 2108 TO 2114 2200 TO 2223 END MY MZ UNIT FEET POUND Page 30C:\IVAN WORK\DESIGN\2009 Design Project\16390 Legoland\Design\Tower-l\Model\16390 Tower-1-1.anl Page 16 of 54 Friday, January 08, 2010,, 11: 43..AM STAAD SPACE — PAGE NO. 17 881. 882. 883. 884. 885. 886. 887. 888 . 889. 8 90 . 891. 892. 893 . 894. 895. 896. 897. 898. 899. 900. 901. 902. 903. 904. 905. 906. 907. 908. 909. 910. 911. 912. 913. 914. 915. 916. 917 . 918. 919. 920. 921. 922. 923. 924 . 925. 926. 927. 928. 929. 930 . 931. 932. 933. 934. 935. 936. SLAVE 7902 SLAVE SLAVE SLAVE SLAVE SLAVE * * LOAD ZX MASTER 7102 JOINT 239 TO 263 7102 7204 7307 7402 7503 7604 7702 7802 - ZX MASTER 103 JOINT 97 TO 108 ZX MASTER 218 JOINT 215 TO 217 219 220 ZX MASTER 199 JOINT 195 TO 198 200 TO 202 ZX MASTER 148 JOINT 143 146 147 149 TO 156 ZX MASTER 87 JOINT 85 86 88 TO 96 LOAD 1 LOADTYPE NONE TITLE DEAD LOAD SELFWEIGHT Y -1 LIST 1000 TO 1102 1500 TO 1628 2000 TO 2003 2100 TO 2114 2200 - 2201 3600 7500 10001 TO 2223 3100 TO 3116 3200 TO 3211 3300 TO 3305 3400 TO 3410 3500 TO 3505 - TO 3603 4000 TO 4005 7100 TO 7102 7200 TO 7203 7300 TO 7307 7400 7401 - TO 7502 7600 TO 7603 7700 TO 7702 7800 7801 7900 TO 7902 8000 8100 - TO 10091 20000 TO 20019 MEMBER LOAD 1000 1500 1626 1038 1573 1087 1600 3102 3100 3600 3101 3114 JOINT 7102 * * LOAD TO 1037 1039 1041 1042 1044 TO 1047 1049 TO 1089 1091 TO 1102 - TO 1539 1543 1544 1546 TO 1566 1570 TO 1594 1596 TO 1600 1602 TO 1624 - 3100 3101 3104 3114 3200 TO 3211 UNI GY -50 TO 1041 1043 1045 1047 1048 1087 TO 1090 1101 1102 1546 TO 1549 1572 - TO 1575 1594 1595 1598 1600 UNI GY -113 1541 1544 1546 TO 1549 1565 1566 1568 1569 1572 TO 1575 1594 1595 1598 - 1618 1620 1622 TO 1624 1626 UNI GY -125 3103 3106 TO 3113 UNI GY -250 3101 3104 3105 3114 TO 3116 UNI GY -130 TO 3603 UNI GY -112 CON GY -700 3 CON GY -220 4 LOAD 7204 7307 7402 7604 7702 7802 7902 FY -5250 ********* ************LJVE LOAD********************************* 2 LOADTYPE NONE TITLE LIVE LOAD MEMBER LOAD 1000 1500 1623 3102 3100 3600 3101 3114 •* * LOAD TO 1041 1043 1045 1047 TO 1102 UNI GY -225 TO 1539 1541 1544 1546 TO 1566 1571 TO 1598 1600 1602 TO 1618 1620 1622 - TO 1624 1626 UNI GY -250 3103 3106 TO 3113 UNI GY -500 3101 3104 3105 3114 TO 3116 UNI GY -250 TO 3603 UNI GY -150 CON GY -2100 3 CON GY -720 4 3 LOADTYPE NONE TITLE WIND - X MEMBER LOAD 8100 8000 7100 1626 UNI PX 30 UNI PX 14 7101 7300 TO 7306 7400 7401 7600 TO 7603 7700 7701 7900 7901 UNI PX 433 7102 7307 7702 7902 UNI PX 78 Page 31C:\IVAN WORK\DESIGN\2009 Design Project\16390 Legoland\Design\Tower-l\Model\16390 Tower-1-l.anl Page 17 of 54 Friday, January 08, 2010, 11:43 AM STAAD SPACE 937. 938. 939. 940. 941. 942. 943. 944. 945. 946 . 947. 948. 949. 950. 951. 952. 953. 954. 955. 956. 957. 958. 959. 960. 961. 962 . 963. 964. 965. 966. 967. 968. 969. 970. 971. 972. 973. 974. 975. 976. 977. 978. 979. 980. 981. 982. 983. 984 . 985. 986 . 987 . 1000 1599 1091 3101 3114 JOINT 7103 * •*• LOAD TO 1037 1039 TO 1041 1045 1047 1049 TO 1602 TO 1617 3100 3101 3104 3105 3114 TO 1100 1576 TO 1593 UNI PX 65 CON GX 1400 3 CON GX 640 4 LOAD 7308 7703 7903 FX 850 *******************5jIND_z************* 4 LOADTYPE NONE TITLE WIND - Z — PAGE NO. 18 1089 1101 1102 1570 1596 1597 - TO 3116 UNI PX 156 MEMBER LOAD 8100 8000 7100 7102 1042 3201 1000 3101 3114 JOINT 7103 * * LOAD UNI PZ 30 UNI PZ 14 7101 7200 TO 7203 7300 TO 7306 7700 7701 7800 7801 7900 7901 UNI PZ 433 7307 7702 7902 UNI PZ 78 1046 1089 TO 1102 1564 1565 1569 1571 TO 3211 UNI PZ 156 TO 1037 1049 TO 1086 1596 1597 1602 TO CON GZ 1400 3 CON GZ 640 4 LOAD 7308 7703 7903 FZ 850 ****************£Q_X****************** 5 LOADTYPE NONE TITLE EQ - X SELFWEIGHT X 0.56 LIST 1000 TO 1102 1500 TO 2200 3500 7300 7901 TO 2223 3100 TO 3116 3200 TO 3211 3300 TO 3505 3600 TO 3603 4000 TO 4005 7100 TO 7307 7400 7401 7500 TO 7502 7600 TO TO 7902 8000 8100 10001 TO 10091 20000 1576 TO 1594 1600 1619 1621 3200 - 1617 UNI PZ 65 1628 2000 TO 2003 2100 TO 2114 - TO 3305 3400 TO 3410 - TO 7102 7200 TO 7203 - 7603 7700 TO 7702 7800 7801 7900 - TO 20019 MEMBER LOAD 1000 1500 1626 1038 1573 1087 1600 3102 3100 3601 3101 3114 JOINT 7102 * * LOAD TO 1037 1039 1041 1042 1044 TO 1047 1049 TO 1089 1091 TO 1102 - TO 1539 1543 1544 1546 TO 1566 1570 TO 1594 1596 TO 1600 1602 TO 1624 - 3100 3101 3104 3114 3200 TO 3211 UNI GX 28 TO 1041 1043 1045 1047 1048 1087 TO 1090 1101 1102 1546 TO 1549 1572 - TO 1575 1594 1595 1598 1600 UNI GX 64 1541 1544 1546 TO 1549 1565 1566 1568 1618 1620 1622 TO 1624 1626 UNI GX 70 3103 3106 TO 3113 UNI GX 140 3101 3104 3105 3114 TO 3116 UNI GX 80 3602 UNI GX 63 CON GX 400 3 CON GX 123 4 LOAD 7204 7307 7402 7604 7702 7802 7902 FX ****************EQ_Z* ****** *********** 6 LOADTYPE NONE TITLE EQ - Z 988. SELFWEIGHT Z 0.56 LIST 1000 TO 1102 1500 TO 989. 990. 991. 992. 2200 3500 7300 7901 TO 2223 3100 TO 3116 3200 TO 3211 3300 TO 3505 3600 TO 3603 4000 TO 4005 7100 TO 7307 7400 7401 7500 TO 7502 7600 TO TO 7902 8000 8100 10001 TO 10091 20000 1569 1572 TO 1575 1594 1595 1598 - 2940 1628 2000 TO 2003 2100 TO 2114 - TO 3305 3400 TO 3410 - TO 7102 7200 TO 7203 - 7603 7700 TO 7702 7800 7801 7900 - TO 20019 Page 321 OUt. %<!.C:\IVAN WORK\DESIGN\2009 Design Project\16390 Legoland\Design\Tower-l\Model\16390 Tower-1-1.anl Page 18 of 54 Friday, January 08, 2010 v 11: 43..AM STAAD SPACE — PAGE NO.19 993. 994. 995. 996. 997. 998. 999. 1000. 1001. 1002. 1003. 1004. 1005. 1006. 1007. 1008. 1009. 1010. 1011. 1012. 1013. 1014. 1015. 1016. 1017. 1018. 1019. 1020. 1021. 1022. 1023. 1024. 1025. 1026. 1027. 1028. 1029. 1030. 1031. 1032. 1033. 1034. 1035. 1036. 1037. 1038. 1039. 1040. 1041. 1042. 1043. 1044. 1045. 1046. 1047. 1048. MEMBER LOAD 1000 TO 1037 1039 1041 1042 1044 TO 1047 1049 TO 1089 1091 TO 1102 - 1500 TO 1539 1543 1544 1546 TO 1566 1570 TO 1594 1596 TO 1600 1602 TO 1624 - 1626 3100 3101 3104 3114 3200 TO 3211 UNI GZ 28 1038 TO 1041 1043 1045 1047 1048 1087 TO 1090 1101 1102 1546 TO 1549 1572 - 1573 TO 1575 1594 1595 1598 1600 UNI GZ 64 1087 1541 1544 1546 TO 1549 1565 1566 1568 1569 1572 TO 1575 1594 1595 1598 - 1600 1618 1620 1622 TO 1624 1626 UNI GZ 70 3102 3103 3106 TO 3113 UNI GZ 140 3100 3101 3104 3105 3114 TO 3116 UNI GZ 80 3600 3603 UNI GZ 63 3101 CON GZ 400 3 3114 CON GZ 123 4 JOINT LOAD 7102 7204 7307 7402 7604 7702 7802 7902 FZ 2940 LOAD 7 LOADTYPE NONE TITLE EQ - DW SELFWEIGHT Y -0.17 LIST 1000 TO 1102 1500 TO 1628 2000 TO 2003 2100 TO 2114 - 2200 TO 2223 3100 TO 3116 3200 TO 3211 3300 TO 3305 3400 TO 3410 - 3500 TO 3505 3600 TO 3603 4000 TO 4005 7100 TO 7102 7200 TO 7203 - 7300 TO 7307 7400 7401 7500 TO 7502 7600 TO 7603 7700 TO 7702 7800 7801 7900 7901 TO 7902 8000 8100 10001 TO 10091 20000 TO 20019 MEMBER LOAD 1000 TO 1037 1039 1041 1042 1044 TO 1047 1049 TO 1089 1091 TO 1102 - 1500 TO 1539 1543 1544 1546 TO 1566 1570 TO 1594 1596 TO 1600 1602 TO 1624 - 1626 3100 3101 3104 3114 3200 TO 3211 UNI GY -8.5 1038 TO 1041 1043 1045 1047 1048 1087 TO 1090 1101 1102 1546 TO 1549 1572 - 1573 TO 1575 1594 1595 1598 1600 UNI GY -19 1087 1541 1544 1546 TO 1549 1565 1566 1568 1569 1572 TO 1575 1594 1595 1598 - 1600 1618 1620 1622 TO 1624 1626 UNI GY -22 3102 3103 3106 TO 3113 UNI GY -43 3100 3101 3104 3105 3114 TO 3116 UNI GY -22 3600 TO 3603 UNI GY -19 3101 CON GY -120 3 3114 CON GY -38 4 JOINT LOAD 7102 7204 7307 7402 7604 7702 7802 7902 FY -893 ****** *********LOAD COMB*************************************** LOAD 10 LOADTYPE NONE TITLE 1.4D (EQ.16-1) REPEAT LOAD 1 1.4 LOAD 20 LOADTYPE NONE TITLE 1.2D+1.6L (EQ.16-2) REPEAT LOAD 1 1.2 2 1.6 LOAD 30 LOADTYPE NONE TITLE 1,2D+1.6L+1.6*0.16W (EQ.16-3*) (40MPH) REPEAT LOAD 1 1.2 2 1.6 3 0.26 LOAD 31 LOADTYPE NONE TITLE 1,2D+1.6L+1.6*0.16W (EQ.16-3*) (40MPH) REPEAT LOAD 11.221.63 -0.26 LOAD 32 LOADTYPE NONE TITLE 1,2D+1.6L+1.6*0.16W (EQ.16-3*) (40MPH) REPEAT LOAD Page 33C:\IVAN WORK\DESIGN\2009 Design Project\16390 Legoland\Design\Tower-l\Model\16390 Tower-1-1.anl Page 19 of 54 1.'. STAAD SPACE 1049. 1050. 1051. 1052. 1053. 1054. 1055. 1056. 1057. 1058. 1059. 1060. 1061. 1062. 1063. 1064. 1065. 1066. 1067. 1068. 1069. 1070. 1071. 1072. 1073. 1074 . 1075. 1076. 1077. 1078 . 1079. 1080. 1081. 1082. 1083. 1084. 1085. 1086. 1087. 1088. 1089. 1090. 1091. 1092. 1093. 1094. 1095. 1096. 1097. 1098. 1099. 1100. 1101. 1102. 1103. 1104. Friday, January 08, 2010, 11:43 AM — PAGE NO. 20 1 1.2 2 1.6 4 0.26 LOAD 33 LOADTYPE REPEAT LOAD 1 1.2 2 1.6 4 -0 LOAD 34 LOADTYPE REPEAT LOAD NONE .26 NONE TITLE TITLE 1, 1, 2D+1. 2D+1. 6L+1.6*0.16W (EQ.16-3*) (40MPH) 6L+1.6*0.16W (EQ.16-3*) (40MPH) 1 1.2 2 1.6 3 0.2 4 0.2 LOAD 35 LOADTYPE REPEAT LOAD 11.221.630. LOAD 36 LOADTYPE REPEAT LOAD 1 1.2 2 1.6 3 -0 LOAD 37 LOADTYPE REPEAT LOAD 1 1.2 2 1.6 3 -0 LOAD 40 LOADTYPE REPEAT LOAD 1 1.2 3 1.6 LOAD 41 LOADTYPE REPEAT LOAD 1 1.2 3 -1.6 LOAD 42 LOADTYPE REPEAT LOAD 1 1.2 4 1.6 LOAD 43 LOADTYPE REPEAT LOAD 1 1.2 4 -1.6 LOAD 44 LOADTYPE REPEAT LOAD 1 1.2 3 1.2 4 1. LOAD 45 LOADTYPE REPEAT LOAD 1 1.2 3 1.2 4 -1 LOAD 46 LOADTYPE REPEAT LOAD 1 1.2 3 -1.2 4 1 LOAD 47 LOADTYPE REPEAT LOAD NONE 24-0 NONE .240 NONE TITLE .2 TITLE .2 TITLE 1, 1, 1, 2D+1. 2D+1. 2D+1. 6L+1.6*0.16W (EQ.16-3*) (40MPH) .6L+1.6*0.16W (EQ.16-3*) (40MPH) 6L+1.6*0.16W (EQ.16-3*) (40MPH) .2 4 -0.2 NONE NONE NONE NONE NONE 2 NONE .2 NONE .2 NONE TITLE TITLE TITLE TITLE TITLE TITLE TITLE TITLE 1. 1. 1. 1. 1. 1. 1. 1. 2D+1. 2D+1. 2D+1. 2D+1, 2D+1. 2D+1. 2D+1 2D+1 6W (EQ.16-4*) . 6W (EQ.16-4*) 6W (EQ.16-4*) . 6W (EQ.16-4*) . 6W (EQ.16-4*) . 6W (EQ.16-4*) . 6W (EQ.16-4*) . 6W (EQ.16-4*) 1 1.2 3 -1.2 4 -1.2 LOAD 50 LOADTYPE REPEAT LOAD 1 1.2 2 1.0 5 1. LOAD 51 LOADTYPE REPEAT LOAD 1 1.2 2 1.0 5 -1 LOAD 52 LOADTYPE REPEAT LOAD 1 1.2 2 1.0 6 1. LOAD 53 LOADTYPE REPEAT LOAD 1 1.2 2 1.0 6 -1 LOAD 54 LOADTYPE REPEAT LOAD 11.221.051. LOAD 55 LOADTYPE NONE 071. NONE .071 NONE 071. NONE .071 NONE 07-1 NONE TITLE 0 TITLE .0 TITLE 0 TITLE .0 TITLE .0 TITLE 1. 1. 1. 1. 1, 1. 2D+1 2D+1 .2D+1 .20+1 .20+1 .20+1 . OL+l.OE (EQ.16-5) .OL+l.OE (EQ.16-5) .OL+l.OE (EQ.16-5) .OL+l.OE (EQ.16-5) .OL+l.OE (EQ.16-5) .OL+l.OE (EQ.16-5) Pago 34C:\IVAN WORK\DESIGN\2009 Design Project\16390 Legoland\Design\Tower-l\Model\16390 Tower-1-1.anl Page 20 of 54 Friday, January 08, 2010V 11: STAAD SPACE 1105. REPEAT LOAD 1106. 1107. 1108. 1109. 1110. 1111. 1112. 1113. 1114. 1115. 1116. 1117. 1118. 1119. 1120. 1121. 1122. 1123. 1124. 1125. 1126. 1127. 1128. 1129. 1130. 1131. 1132. 1133. 1134. 1135. 1136. 1137. 1138. 1139. 1140. 1141. 1142. 1143. 1144. 1145. 1146. 1147. 1148. 1149. 1150. 1151. 1152. 1153. 1154. 1155. 1156. 1157. 1158. 1159. 1160. 1 1.2 2 LOAD 56 1.0 5 -1 LOADTYPE .07- NONE 1.0 TITLE 1.2D+1.OL+1.OE (EQ. — PAGE NO. 21 16-5) REPEAT LOAD 1 1.2 2 LOAD 57 1.0 6 1. LOADTYPE 07-1 NONE .0 TITLE 1.2D+1.OL+1.,OE (EQ.16-5) REPEAT LOAD 1 1.2 2 LOAD 58 1.0 6 -1 LOADTYPE .07- NONE 1.0 TITLE 1.2D+1.OL+1..OE (EQ.16-5) REPEAT LOAD 1 1.2 2 LOAD 59 REPEAT 1 1.2 2 LOAD 60 REPEAT 1 1.2 2 LOAD 61 REPEAT 1 1.2 2 LOAD 62 REPEAT 1 1.2 2 LOAD 63 REPEAT 1 1.2 2 LOAD 64 REPEAT 1 1.2 2 LOAD 65 REPEAT 1 1.2 2 LOAD 70 REPEAT 1 0.9 3 LOAD 71 REPEAT 10.93 LOAD 72 REPEAT 10.94 LOAD 73 REPEAT 10.94 LOAD 74 REPEAT 10.93 LOAD 75 REPEAT 10.93 LOAD 76 REPEAT 10.93 LOAD 77 REPEAT 1 0.9 3 1.0 5 0.75 6 0 LOADTYPE LOAD 1.0 5 0. LOADTYPE LOAD 1.0 5 -0 LOADTYPE LOAD 1.0 5 -0 LOADTYPE LOAD 1.0 5 0. LOADTYPE LOAD 1.0 5 0. LOADTYPE LOAD 1.0 5 -0 LOADTYPE LOAD 1.0 5 -0 LOADTYPE LOAD 1.6 LOADTYPE LOAD -1.6 LOADTYPE LOAD 1.6 LOADTYPE LOAD -1.6 LOADTYPE LOAD 1.2 4 1. LOADTYPE LOAD 1.2 4 -1 LOADTYPE LOAD -1.2 4 1 LOADTYPE LOAD -1.2 4 - NONE 75 6 - NONE .75 6 NONE .75 6 NONE 75 6 0 NONE .75 7 1 TITLE 0.75 7 TITLE 0.75 7 TITLE -0.75 7 TITLE .0 1. 1. 1. 1. 1. 1 1. .75 7 -1. TITLE 75 6 -0.75 7 NONE .75 6 NONE .75 6 NONE NONE NONE NONE NONE 2 NONE .2 NONE .2 NONE 1.2 TITLE 0.75 7 TITLE -0.75 7 TITLE TITLE TITLE TITLE TITLE TITLE TITLE TITLE 1. -1 1. -1 1. 2D+1. 0 2D+1. 0 2D+1. .0 2D+1. 0 2D+1. .0 2D+1. .0 2D+1, OL+1. OL+1, OL+1 .OL+1 .OL+1 . OL+1 .OL+1 .OE .OE . OE .QE . OE . OE . OE (EQ. (EQ. (EQ. (EQ. (EQ. (EQ. (EQ. 16-5) 16-5) 16-5) 16-5) 16-5) 16-5) 16-5) -1.0 0. 0. 0. 0. 0. 0. 0. 0. 9D+1. 9D+1. 9D+1. 9D+1, 9D+1 9D+1 9D+1 9D+1 . 6W (EQ. . 6W (EQ. . 6W (EQ. . 6W (EQ. . 6W (EQ. . 6W (EQ. . 6W (EQ. . 6W (EQ. 16-6) 16-6) 16-6) 16-6) 16-6) 16-6) 16-6) 16-6) Page 35C:\IVAN WORK\DESIGN\2009 Design Project\16390 Legoland\Design\Tower-l\Model\16390 Tower-1-1.anl Page 21 of 54 V '* STAAD SPACE 1161. 1162. 1163. 1164. 1165. 1166. 1167. 1168. 1169. 1170. 1171. 1172. 1173. 1174. 1175. 1176. 1177. 1178. 1179. 1180. 1181. 1182. 1183. 1184. 1185. 1186. 1187. 1188. 1189. 1190. 1191. 1192. 1193. 1194. 1195. 1196. 1197. 1198. 1199. 1200. 1201. 1202. 1203. 1204. 1205 . 1206. 1207. 1208. 1209. LOAD 80 LOADTYPE NONE REPEAT LOAD 1 0.9 5 1.0 7 1.0 LOAD 81 LOADTYPE NONE REPEAT LOAD 1 0.9 5 -1.0 7 1.0 LOAD 82 LOADTYPE NONE REPEAT LOAD 1 0.9 6 1.0 7 1.0 LOAD 83 LOADTYPE NONE REPEAT LOAD 1 0.9 6 -1.0 7 1.0 LOAD 84 LOADTYPE NONE REPEAT LOAD 1 0.9 5 1.0 7 -1.0 LOAD 85 LOADTYPE NONE REPEAT LOAD 1 0.9 5 -1.0 7 -1.0 LOAD 86 LOADTYPE NONE REPEAT LOAD 1 0.9 6 1.0 7 -1.0 LOAD 87 LOADTYPE NONE REPEAT LOAD 1 0.9 6 -1.0 7 -1.0 LOAD 88 LOADTYPE NONE REPEAT LOAD 1 0.9 5 0.75 6 0.75 7 LOAD 89 LOADTYPE NONE REPEAT LOAD 1 0.9 5 0.75 6 -0.75 7 LOAD 90 LOADTYPE NONE REPEAT LOAD 1 0.9 5 -0.75 6 0.75 7 LOAD 91 LOADTYPE NONE REPEAT LOAD 1 0.9 5 -0.75 6 -0.75 LOAD 92 LOADTYPE NONE REPEAT LOAD 1 0.9 5 0.75 6 0.75 7 LOAD 93 LOADTYPE NONE REPEAT LOAD 1 0.9 5 0.75 6 -0.75 7 LOAD 94 LOADTYPE NONE REPEAT LOAD 1 0.9 5 -0.75 6 0.75 7 LOAD 95 LOADTYPE NONE REPEAT LOAD 1 0.9 5 -0.75 6 -0.75 PDELTA 6 ANALYSIS TITLE 0.9D+1.0E TITLE 0.9D+1.0E TITLE 0.9D+1.0E TITLE 0.9D+1.0E TITLE 0.9D+1.0E TITLE 0.9D+1.0E TITLE 0.9D+1.0E TITLE 0.9D+1.0E TITLE 0.9D+1.0E 1.0 TITLE 0.9D+1.0E 1.0 TITLE 0.9D+1.0E 1.0 TITLE 0.9D+1.0E 71.0 TITLE 0.9D+1.0E -1.0 TITLE 0.9D+1.0E -1.0 TITLE 0.9D+1.0E -1. 0 TITLE 0.9D+1.0E 7 -1.0 (EQ. (EQ. (EQ. (EQ. (EQ. (EQ. (EQ. (EQ. (EQ. (EQ. (EQ. (EQ. (EQ. (EQ. (EQ. (EQ. Friday, January 08, 2010, 11:43 AM — PAGE NO. 22 16-7) 16-7) 16-7) 16-7) 16-7) 16-7) 16-7) 16-7) 16-7) 16-7) 16-7) 16-7) 16-7) 16-7) 16-7) 16-7) Pago 36C:\IVAN WORK\DESIGN\2009 Design Project\16390 Legoland\Design\Tower-l\Model\16390 Tower-1-1.anl Page 22 of 54 Friday, January 08, 2010v 11: STAAD SPACE — PAGE NO.23 PROBLEM STATISTICS NUMBER OF JOINTS/MEMBER+ELEMENTS/SUPPORTS = 308/ 482/ SOLVER USED IS THE OUT-OF-CORE BASIC SOLVER 15 ORIGINAL/FINAL BAND-WIDTH= TOTAL PRIMARY LOAD CASES = SIZE OF STIFFNESS MATRIX = REQRD/AVAIL. DISK SPACE = 229/ 20/ 398 DOF 65, TOTAL DEGREES OF FREEDOM = 1571 626 DOUBLE KILO-WORDS 22.I/ 19173.8 MB ++ Adjusting ++ Adjusting ++ Adjusting ++ Adjusting ++ Adjusting ++ Adjusting Displacements Displacements Displacements Displacements Displacements Displacements 11:41:58 11:41:58 11:41:58 11:41:59 11:41:59 11:41:59 1210. 1211. 1212. 1213. 1214 . 1215. 1216. 1217. 1218. 1219. 1220. 1221. 1222. 1223. 1224. 1225. 1226. 1227. 1228. 1229. 1230. 1231. 1232. 1233. 1234. 1235. 1236. 1237. 1238. 1239. 1240. 1241. 1242. 1243. *PERFORM ANALYSIS PARAMETER 1 CODE AISC UNIFIED METHOD LRFD *************A500 GR.B PIPE********************** FYLD 6.048E+006 MEMB 2000 TO 2003 2100 TO 2114 2200 TO 2223 7100 TO 7102 7200 7201 TO 7203 7300 TO 7307 7400 7401 7500 TO 7502 7600 TO 7603 7700 TO 7702 - 7800 7801 7900 TO 7902 8000 8100 ************A36 CHANNEL********************* FYLD 5.184E+006 MEMB 1000 TO 1102 1500 TO 1628 ************A572 GR.50 W BEAM********************* FYLD 7.2E+006 MEMB 3100 TO 3116 3200 TO 3211 3300 TO 3305 3400 TO 3410 3500 3501 TO 3505 3600 TO 3603 ***********A500 GR.C HSS******** FYLD 7.2E+006 MEMB 4000 TO 4005 ***********COLUMN P71 TO P79************ LX 12 MEMB 7100 7101 7200 TO 7203 7300 TO 7306 7400 7401 7500 TO 7502 7600 - 7601 TO 7603 7700 7701 7800 7801 7900 7901 LY 12 MEMB 7100 7101 7200 TO 7203 7300 TO 7306 7400 7401 7500 TO 7502 7600 - 7601 TO 7603 7700 7701 7800 7801 7900 7901 LZ 12 MEMB 7100 7101 7200 TO 7203 7300 TO 7306 7400 7401 7500 TO 7502 7600 - 7601 TO 7603 7700 7701 7800 7801 7900 7901 *********BEAM AT PLAFORM USE 6' AS UNSUPPORT LENGTH* LX 6 MEMB 3100 TO 3116 3200 TO 3211 3300 TO 3305 Page 37C:\IVAN WORK\DESIGN\2009 Design Project\16390 Legoland\Design\Tower-l\Model\16390 Tower-1-1.anl Page 23 of 54 Friday, January 08, 2010, 11:43 AM STAAD SPACE — PAGE NO. 24 1244. LY 6 MEMB 3100 TO 3116 3200 TO 3211 3300 TO 3305 1245. LZ 6 MEMB 3100 TO 3116 3200 TO 3211 3300 TO 3305 1246. *UNB 6 MEMB 3100 TO 3116 3200 TO 3211 3300 TO 3305 1247. UNT 6 MEMB 3100 TO 3116 3200 TO 3211 3300 TO 3305 1248. * 1249. *********** BEAM WITHOUT CONCR. DECK***** 1250. LX 15 MEMB 3400 TO 3408 1251. LY 15 MEMB 3400 TO 3408 1252. LZ 15 MEMB 3400 TO 3408 1253. UNB 15 MEMB 3400 TO 3408 1254. UNT 15 MEMB 3400 TO 3408 1255. * 1256. * 1257. ***ROOF BEAM********** 1258. LX 15 MEMB 3600 TO 3603 1259. LY 15 MEMB 3600 TO 3603 1260. LZ 15 MEMB 3600 TO 3603 1261. *UNB 15 MEMB 11000 TO 11020 1262. *UNT 15 MEMB 11000 TO 11020 1263. * 1264. * 1265. CHECK CODE MEMB 1000 TO 1102 1500 TO 1628 Page 38C:\IVAN WORK\DESIGN\2009 Design Project\16390 Legoland\Design\Tower-l\Model\16390 Tower-1-1.anl Page 24 of 54 Friday, January 08, 2010,t, 11: 43f,AM STAAD SPACE -- PAGE NO.25 STAAD.PRO CODE CHECKING - (AISC-360-05-LRFD) ******************************************** ALL UNITS ARE - POUN FEET (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION 1000 ST 1001 ST 1002 ST 1003 ST 1004 ST 1005 ST 1006 ST 1007 ST 1008 ST 1009 ST 1010 ST 1011 ST 1012 ST 1013 ST 1014 ST 1015 ST 1016 ST C10X20 751. C10X20 903. C10X20 -427. C10X20 1769. C10X20 2245. C10X20 1933. C10X20 1242, C10X20 1565. C10X20 880. C10X20 2119, C10X20 540. C10X20 1887 C10X20 221 C10X20 1632 C10X20 -75 C10X20 1357 C10X20 879 PASS 51 C PASS 03 C PASS 28 T PASS 67 C PASS .56 C PASS ,19 C PASS .85 C PASS ,27 C PASS .34 C PASS .95 C PASS . 04 C PASS .35 C PASS .37 C PASS .92 C PASS .70 T PASS .17 C PASS .50 C (AISC SECTIONS) Clause Hl/2 0. 1937.80 -1298. (AISC SECTIONS) Clause Hl/2 0. 1947.43 1543. (AISC SECTIONS) Clause Hl/2 0. -1512.08 -2000. (AISC SECTIONS) Clause Hl/2 0. 1440.82 2885. (AISC SECTIONS) Clause Hl/2 0. 1186.44 -3455. (AISC SECTIONS) Clause Hl/2 0. -225.11 12910. (AISC SECTIONS) Clause Hl/2 0. -208.93 -14882. (AISC SECTIONS) Clause Hl/2 0. -190.64 16202. (AISC SECTIONS) Clause Hl/2 0. -181.47 -17382. (AISC SECTIONS) Clause Hl/2 0. 114.97 19355. (AISC SECTIONS) Clause Hl/2 0, -155.72 -19385, (AISC SECTIONS) Clause Hl/2 0 89.20 21735 (AISC SECTIONS) Clause Hl/2 0, -130.81 -20892 (AISC SECTIONS) Clause Hl/2 0 64.30 23624 (AISC SECTIONS) Clause Hl/2 0 -106.30 -21903 (AISC SECTIONS) Clause Hl/2 0 39.79 25025 (AISC SECTIONS) Clause Hl/2 0 152.74 -22222 - Pa 358 39 364 32 297 09 306 40 275 ,58 ,291 ,85 .325 .93 ,348 .46 ,367 .59 .397 .14 .400 .77 .437 .11 .424 .82 .469 .94 .439 .80 .491 .34 .455 .68 mo tQ — 40 0.00 41 0.00 41 0.00 41 0.00 40 0.00 30 0.00 31 0.00 30 0.00 31 0.00 31 0.00 31 0.00 31 0.00 31 0.00 31 0.00 31 0.00 31 0.00 30 1.09 C:\IVAN WORK\DESIGN\2009 Design Project\16390 Legoland\Design\Tower-l\Model\16390 Tower-1-1.anl Page 25 of 54 Friday, January 08, 2010, 11:43 AM STAAD SPACE ALL UNITS ARE - POUN FEET MEMBER 1017 ST 1018 ST 1019 ST 1020 ST 1021 ST 1022 ST 1023 ST 1024 ST 1025 ST 1026 ST 1027 ST 1028 ST 1029 ST 1030 ST 1031 ST TABLE C10X20 C10X20 C10X20 C10X20 C10X20 C10X20 C10X20 C10X20 C10X20 C10X20 C10X20 C10X20 C10X20 C10X20 C10X20 (UNLESS RESULT/ 1211. 541. 1000. 182. 661. -197. 300. -599. -80. -1020. -482. -1462. -903. -1909. -1343. FX PASS 28 C PASS 65 C PASS 94 C PASS 53 C PASS 45 C PASS 75 T PASS 95 C PASS 01 T PASS 37 T PASS 92 T PASS 15 T PASS 90 T PASS 74 T PASS 96 T PASS 74 T OTHERWISE NOTED) CRITICAL COND/ RATIO/ MY MZ (AISC SECTIONS) Clause Hl/2 0. 88.29 25430. (AISC SECTIONS) Clause Hl/2 0. 176.29 -22768. (AISC SECTIONS) Clause Hl/2 0. 153.75 25894. (AISC SECTIONS) Clause Hl/2 0. 199.70 -22818. (AISC SECTIONS) Clause Hl/2 0. 177.00 26328. (AISC SECTIONS) Clause Hl/2 0. 222.79 -22372. (AISC SECTIONS) Clause Hl/2 0. 199.90 26278. (AISC SECTIONS) Clause Hl/2 0. 245.26 -21431. (AISC SECTIONS) Clause Hl/2 0. 222.11 25747. (AISC SECTIONS) Clause Hl/2 0. 266.51 -19997. (AISC SECTIONS) Clause Hl/2 0. 242.95 24738. (AISC SECTIONS) Clause Hl/2 0. 285.25 -18068. (AISC SECTIONS) Clause Hl/2 0. 261.00 23252. (AISC SECTIONS) Clause Hl/2 0. 1596.04 -5733. (AISC SECTIONS) Clause Hl/2 0. 273.27 21293. - PAGE NO. 26 LOADING/ LOCATION 506 89 468 51 526 92 472 29 537 26 468 55 539 41 455 94 532 60 432 09 517 17 399 64 493 62 387 90 459 45 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 31 .63 30 .09 31 .09 30 .09 31 .09 30 .09 31 .09 30 .09 31 .09 30 .09 31 .09 30 .09 31 .09 40 .09 31 .09 Page 40C:\IVAN WORK\DESIGN\2009 Design Project\16390 Legoland\Design\Tower-l\Model\16390 Tower-1-1.anl Page 26 of 54 Friday, January 08, 2010„« 11: 43s AM STAAD SPACE ALL UNITS ARE - POUN FEET (UNLESS MEMBER TABLE RESULT/ FX 1032 ST C10X20 PASS -3096.86 T 1033 ST C10X20 PASS -2881.19 T 1034 ST C10X20 PASS -4397.99 T 1035 ST C10X20 PASS -4177.75 T 1036 S.T C10X20 PASS -5635.10 T 1037 ST C10X20 PASS -5409.35 T 1038 ST C10X20 PASS 0. 00 T 1039 ST C10X20 PASS 0.00 T 1040 ST C10X20 PASS 0.00 T 1041 ST C10X20 PASS 112.98 C 1042 ST C10X20 PASS 0. 00 T 1043 ST C10X20 PASS 0.00 T 1044 ST C10X20 PASS -14. 69 T 1045 ST C10X20 PASS 0. 00 T 1046 ST C10X20 PASS 0.00 T " OTHERWISE NOTED) CRITICAL COND/ RATIO/ MY MZ (AISC SECTIONS) Clause Hl/2 0.380 1606.54 -5116.80 (AISC SECTIONS) Clause Hl/2 0.446 1600.54 8607.36 (AISC SECTIONS) Clause Hl/2 0.363 -1668.92 -3489.03 (AISC SECTIONS) Clause Hl/2 0.440 -1668.92 7492.39 (AISC SECTIONS) Clause Hl/2 0.484 -2464.86 -2538.12 (AISC SECTIONS) Clause Hl/2 0.566 -2466.34 6817.19 (AISC SECTIONS) Clause F 0.040 0.00 2097.48 (AISC SECTIONS) Clause Hl/2 0.040 -83.20 -1338.25 (AISC SECTIONS) Clause Hl/2 0.353 -22.17 18148.59 (AISC SECTIONS) Clause Hl/2 0.192 -54.99 9478.33 (AISC SECTIONS) Clause Hl/2 0.148 -315.90 -4578.81 (AISC SECTIONS) Clause F 0.117 0.00 -6109.14 (AISC SECTIONS) Clause Hl/2 0.111 -2.45 5780.40 (AISC SECTIONS) Clause Hl/2 0.037 -83.20 -1208.11 (AISC SECTIONS) Clause Hl/2 0.157 -315.90 4978.12 - PAGE NO. 27 LOADING/ LOCATION 40 1.09 41 1.09 40 0.00 41 0.00 40 0.00 41 0.00 40 2.00 41 2.00 35 0. 00 60 2.92 44 0.00 34 2.00 58 1.00 40 2.00 44 0.00 Page 41C:\IVAN WORK\DESIGN\2009 Design Project\16390 Legoland\Design\Tower-l\Model\16390 Tower-1-1.anl Page 27 of 54 Friday, January 08, 2010, 11:43 AM STAAD SPAC ALL UNITS ARE MEMBER TA 1047 ST 1048 ST 1049 ST 1050 ST 1051 ST 1052 ST 1053 ST 1054 ST 1055 ST 1056 ST 1057 ST 1058 ST 1059 ST 1060 ST 1061 ST E - POUN FEET (UNLESS BLE RESULT/ FX C10X20 PASS 59.48 C C10X20 PASS 0.00 T C10X20 PASS -6868.00 T C10X20 PASS -11563.94 T C10X20 PASS -7467.59 T C10X20 PASS 11774.82 C C10X20 PASS 14874.03 C C10X20 PASS 12206.11 C C10X20 PASS 15286.78 C C10X20 PASS -2869.00 T C10X20 PASS 12677.66 C C10X20 PASS -3281.88 T C10X20 PASS 12516.27 C C10X20 PASS -3680.84 T C10X20 PASS 12339.62 C OTHERWISE NOTED) CRITICAL COND/ RATIO/ MY MZ (AISC SECTIONS) Clause Hl/2 0.123 0.00 -6396.66 (AISC SECTIONS) Clause F 0.445 0.00 23168.25 (AISC SECTIONS) Clause Hl/2 0.391 1255.66 8289.81 (AISC SECTIONS) Clause Hl/2 0.379 1403.59 -5671.92 (AISC SECTIONS) Clause Hl/2 0.256 682.54 6250.15 (AISC SECTIONS) Clause Hl/2 0.297 799.94 6721.16 (AISC SECTIONS) Clause Hl/2 0.275 917.56 -4104.45 (AISC SECTIONS) Clause Hl/2 0.319 849.11 7350.58 (AISC SECTIONS) Clause Hl/2 0.276 872.32 -4514.34 (AISC SECTIONS) Clause Hl/2 0.340 -244.15 15146.89 (AISC SECTIONS) Clause Hl/2 0.297 170.64 -12189.35 (AISC SECTIONS) Clause Hl/2 0.395 -236.99 18025.87 (AISC SECTIONS) Clause Hl/2 0.345 157.55 -14839.75 (AISC SECTIONS) Clause Hl/2 0.440 -223.89 20428.05 (AISC SECTIONS) Clause Hl/2 0.383 141.61 -16973.62 PAGE NO. 28 LOADING/ LOCATION 53 1.15 33 1.15 40 1.08 41 1.08 40 1.08 40 0.00 41 0.00 40 0.00 41 0.00 36 0.00 36 0.00 36 0.00 36 0.00 36 0.00 36 0.00 Page 42C:\IVAN WORK\DESIGN\2009 Design Project\16390 Legoland\Design\ Tower-1 \Model \16390 Tower-1 -1. an 1 Page 28 of 54 Friday, January 08, 2010,, 11:43,. AM STAAD SPACE ALL UNITS ARE - POUN FEET (UNLESS MEMBER TABLE RESULT/ FX 1062 ST C10X20 PASS -4064.47 T 1063 ST C10X20 PASS 12147.02 C 1064 ST C10X20 PASS -4432.20 T 1065 ST C10X20 PASS 11938.24 C 1066 ST C10X20 PASS -4783.71 T 1067 ST C10X20 PASS 11713.15 C 1068 ST C10X20 PASS -1531.50 T 1069 ST C10X20 PASS 8767.02 C 1070 ST C10X20 PASS -1955.33 T 1071 ST C10X20 PASS 8161.25 C 1072 ST C10X20 PASS -2395.57 T 1073 ST C10X20 PASS 8070.51 C 1074 ST C10X20 PASS -2258.40 T 1075 ST C10X20 PASS 8000. 66 C 1076 ST C10X20 PASS -2761.66 T " OTHERWISE NOTED) CRITICAL COND/ RATIO/ MY MZ (AISC SECTIONS) Clause Hl/2 0.475 -207.95 22354.79 (AISC SECTIONS) Clause Hl/2 0.410 124.28 -18589.99 (AISC SECTIONS) Clause Hl/2 0.501 -190.62 23807.38 (AISC SECTIONS) Clause Hl/2 0.428 106.28 -19688.00 (AISC SECTIONS) Clause Hl/2 0.518 -172.62 24787.31 (AISC SECTIONS) Clause Hl/2 0.435 87.90 -20267.72 (AISC SECTIONS) Clause Hl/2 0.532 235.00 25427.90 (AISC SECTIONS) Clause Hl/2 0.447 -186.75 -20420.87 (AISC SECTIONS) Clause Hl/2 0.544 253.09 25848.42 (AISC SECTIONS) Clause Hl/2 0.455 -241.39 -20418.93 (AISC SECTIONS) Clause Hl/2 0.547 270.95 25793.04 (AISC SECTIONS) Clause Hl/2 0.454 -264.06 -20180.30 (AISC SECTIONS) Clause Hl/2 0.542 330.40 24979.30 (AISC SECTIONS) Clause Hl/2 0.443 -285.65 -19435.13 (AISC SECTIONS) Clause Hl/2 0.527 351.99 23974.21 - PAGE NO. 29 LOADING/ LOCATION 36 0.00 36 0.00 36 0.00 36 0.00 36 0.00 36 0.00 34 1.08 34 1.08 34 1.08 30 1.08 34 1.08 30 1.08 30 1.08 30 1.08 30 1.08 Page 43C:\IVAN WORK\DESIGN\2009 Design Project\16390 Legoland\Design\Tower-l\Model\16390 Tower-1-1.anl Page 29 of 54 Friday, January 08, 2010, 11:43 AM STAAD SPACE ALL UNITS ARE - POUN FEET (UNLESS MEMBER 1077 1078 1079 1080 1081 1082 1083 1084 1085 1086 1087 1088 1089 1090 1091 TABLE RESULT/ FX ST C10X20 PASS -5824.52 T ST C10X20 PASS -3285.28 T ST C10X20 PASS -4822.78 T ST C10X20 PASS -3828.28 T ST C10X20 PASS -3722.94 T ST C10X20 PASS -4388.47 T ST C10X20 PASS -2609.28 T ST C10X20 PASS -8536.18 T ST C10X20 PASS -1465.76 T ST C10X20 PASS -7473.00 T ST C10X20 PASS 0.00 T ST C10X20 PASS 0. 00 T ST C10X20 PASS 0. 00 T ST C10X20 PASS 138.57 C ST C10X20 PASS 3730.50 C OTHERWISE NOTED) CRITICAL COND/ RATIO/ MY MZ (AISC SECTIONS) Clause til/2 0.444 -1538.71 -8641.04 (AISC SECTIONS) Clause til/2 0.504 371.44 22499.93 (AISC SECTIONS) Clause Hl/2 0.459 -1616.71 -8888.81 (AISC SECTIONS) Clause Hl/2 0.470 386.50 20557.67 (AISC SECTIONS) Clause Hl/2 0.460 -1622.40 -9016.73 (AISC SECTIONS) Clause Hl/2 0.427 392.54 18148.63 (AISC SECTIONS) Clause Hl/2 0.469 1702.48 -8943.42 (AISC SECTIONS) Clause Hl/2 0.396 1586.02 5387.08 (AISC SECTIONS) Clause Hl/2 0.563 2303.01 -8684.08 (AISC SECTIONS) Clause Hl/2 0.542 2516.00 4839.63 (AISC SECTIONS) Clause Hl/2 0.360 999.01 -8658.71 (AISC SECTIONS) Clause Hl/2 0.173 4.96 8946.16 (AISC SECTIONS) Clause G 0.027 0.00 0.00 (AISC SECTIONS) Clause Hl/2 0.265 113.51 -11623.10 (AISC SECTIONS) Clause Hl/2 0.313 -423.14 -12053.52 PAGE NO. 30 LOADING/ LOCATION 40 1.08 30 1.08 40 1.08 30 1.08 40 1.08 30 1.08 40 0.00 41 0.00 40 0.00 41 0.00 40 5.67 36 1. 17 41 0.42 60 0.00 31 1.09 Page 44 C:\IVAN WORK\DESIGN\2009 Design Project\16390 Legoland\Design\Tower-l\Model\16390 Tower-1-1.anl Page 30 of 54 Friday, January 08, 2010,f 11 STAAD SPACE ALL UNITS ARE - POUN FEET (UNLESS MEMBER TABLE RESULT/ FX 1092 ST C10X20 PASS -2574.63 T 1093 ST C10X20 PASS 3550.56 C 1094 ST C10X20 PASS -3415.94 T 1095 ST C10X20 PASS 3558.60 C 1096 ST C10X20 PASS -4006.50 T 1097 ST C10X20 PASS 3575.53 C 1098 ST C10X20 PASS -4719.59 T 1099 ST C10X20 PASS 2644.54 C 1100 ST C10X20 PASS -5098.43 T 1101 ST C10X20 PASS 0.00 T 1102 ST C10X20 PASS 0. 00 T 1500 ST C10X20 PASS 3261.06 C 1501 ST C10X20 PASS 2704.29 C 1502 ST C10X20 PASS 2960.24 C 1503 ST C10X20 PASS 2355.71 C OTHERWISE NOTED) CRITICAL COND/ RATIO/ MT MZ (AISC SECTIONS) Clause El/2 0.125 685.10 85.05 (AISC SECTIONS) Clause Hl/2 0.286 -413.46 -10740.87 (AISC SECTIONS) Clause Hl/2 0.133 -383.68 3050.26 (AISC SECTIONS) Clause Hl/2 0.244 -355.21 -9081.05 (AISC SECTIONS) Clause Hl/2 0.158 -444.45 3730.82 (AISC SECTIONS) Clause Hl/2 0.191 -285.56 -6932.65 (AISC SECTIONS) Clause Hl/2 0.175 -504.27 3978.18 (AISC SECTIONS) Clause Hl/2 0.127 575.36 -1132.67 (AISC SECTIONS) Clause Hl/2 0.210 -745.81 3631.78 (AISC SECTIONS) Clause F 0.068 0.00 3544.73 (AISC SECTIONS) Clause Hl/2 0.025 3.56 -1293.74 (AISC SECTIONS) Clause Hl/2 0.110 62.41 -4714.93 (AISC SECTIONS) Clause Hl/2 0.100 -63.41 4245.44 (AISC SECTIONS) Clause Hl/2 0.179 -6.67 -8847.83 (AISC SECTIONS) Clause Hl/2 0.174 -81.09 8012.54 - PAGE NO. 31 LOADING/ LOCATION 35 1.09 36 1.09 35 0.00 36 1.09 35 0.00 36 1.09 30 0.00 34 0.00 34 0.00 30 1.00 34 1.00 37 0.00 37 0.00 33 0.00 37 0.00 Page 45C:\IVAN HORK\DESIGN\2009 Design Project\16390 Legoland\Design\Tower-l\Model\16390 Tower-1-1.anl Page 31 of 54 Friday, January 08, 2010, 11:43 AM STAAD SPACE ALL UNITS ARE - POUN MEMBER 1504 1505 1506 1507 1508 1509 1510 1511 1512 1513 1514 1515 1516 1517 1518 TABLE ST C10X20 ST C10X20 ST C10X20 ST C10X20 ST C10X20 ST C10X20 ST C10X20 ST C10X20 ST C10X20 ST C10X20 ST C10X20 ST C10X20 ST C10X20 ST C10X20 ST C10X20 FEET (UNLESS RESULT/ 2673. 1988. 2387. 1649. 2100. 1310. 1813. 972. 1526. 632. 1240. 293. 954. 236. 951. FX PASS 86 C PASS 73 C PASS 10 C PASS 83 C PASS 24 C PASS 96 C PASS 50 C PASS 04 C PASS 91 C PASS 93 C PASS 53 C PASS 60 C PASS 39 C PASS 68 C PASS 12 C OTHERWISE NOTED) CRITICAL COND/ RATIO/ MY MZ (AISC SECTIONS) Clause Hl/2 0. -8.21 -12433. (AISC SECTIONS) Clause Hl/2 0. -75.85 11249. (AISC SECTIONS) Clause Hl/2 0. -8.48 -15481. (AISC SECTIONS) Clause Hl/2 0. -73.63 13939. (AISC SECTIONS) Clause Hl/2 0. -9.00 -17992. (AISC SECTIONS) Clause Hl/2 0. -73.27 16089. (AISC SECTIONS) Clause Hl/2 0. -9.07 -19966. (AISC SECTIONS) Clause Hl/2 0. -73.24 17698. (AISC SECTIONS) Clause Hl/2 0. -8.91 -21405. (AISC SECTIONS) Clause Hl/2 0. -73.39 18766. (AISC SECTIONS) Clause Hl/2 0. -8.66 -22310. (AISC SECTIONS) Clause Hl/2 0. -73.64 19294. (AISC SECTIONS) Clause Hl/2 0. -8.36 -22682. (AISC SECTIONS) Clause Hl/2 0. 75.42 19330. (AISC SECTIONS) Clause Hl/2 0. 6.59 -22651. 247 83 234 56 305 81 284 92 352 44 325 58 390 59 355 44 416 44 374 60 433 36 384 28 439 82 384 62 438 53 - PAGE NO. 32 LOADING/ LOCATION 33 0.00 33 0.00 33 0.00 33 0.00 33 0.00 33 0.00 33 0.00 33 0.00 33 0.00 33 0.00 33 0.00 33 0.00 33 0.00 33 1.09 33 1.09 Page 46C:\IVAN WORK\DESIGN\2009 Design Project\16390 Legoland\Design\Tower-l\Model\16390 Touer-1-1.anl Page 32 of 54 Friday, January 08, 2010,„> 11: 43. AM STAAD SPACE — PAGE NO. 33 ALL UNITS ARE - POUN FEET (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ 1519 ST 1520 ST 1521 ST 1522 ST 1523 ST 1524 ST 1525 ST 1526 ST 1527 ST 1528 ST 1529 ST 1530 ST 1531 ST 1532 ST 1533 ST C10X20 -103 C10X20 665 C10X20 -1467 C10X20 380 C10X20 -2002 C10X20 94 C10X20 -2566 C10X20 1980 C10X20 -3159 C10X20 2126 C10X20 -3778 C10X20 2295 C10X20 -4420 C10X20 2481 C10X20 -5078 FX PASS .10 T PASS .45 C PASS .12 T PASS .02 C PASS .40 T PASS .79 C PASS .67 T PASS .18 C PASS .07 T PASS .12 C PASS . 00 T PASS .33 C PASS .13 T PASS .18 C PASS .96 T CRITICAL COND/ RATIO/ MX MZ (AISC SECTIONS) Clause Hl/2 0. 75.71 19313. (AISC SECTIONS) Clause Hl/2 0. 6.33 -22498. (AISC SECTIONS) Clause Hl/2 0. 527.45 14609. (AISC SECTIONS) Clause Hl/2 0. 6.11 -21817. (AISC SECTIONS) Clause Hl/2 0. 562.22 13827. (AISC SECTIONS) Clause Hl/2 0. 5.96 -20609. (AISC SECTIONS) Clause Hl/2 0. 594.93 12638. (AISC SECTIONS) Clause Hl/2 0. -529.65 -14466. (AISC SECTIONS) Clause Hl/2 0. 623.61 11043. (AISC SECTIONS) Clause Hl/2 0. -550.30 -12767. (AISC SECTIONS) Clause Hl/2 0. 644.27 9043. (AISC SECTIONS) Clause Hl/2 0. -554.88 -10668. (AISC SECTIONS) Clause Hl/2 0. 648.82 6638. (AISC SECTIONS) Clause Hl/2 0. -527.18 -8169. (AISC SECTIONS) Clause Hl/2 0. 620.77 3828. 384 07 435 84 374 87 421 62 367 27 397 58 351 41 373 48 327 82 345 30 293 83 306 22 250 78 253 28 193 68 LOADING/ LOCATION 33 1.09 33 1.09 53 1.09 33 1.09 53 1.09 33 1.09 53 1.09 53 1.09 53 1.09 53 1.09 53 1.09 53 1.09 53 1.09 53 1.09 53 1.09 Page 47C:\IVAN WORK\DESIGN\2009 Design Project\16390 Legoland\Design\Tower-l\Model\16390 Tower-1-1.anl Page 33 of 54 Friday, January 08, 2010, 11:43 AM STAAD SPACE ALL UNITS ARE - POUN FEET (UNLESS MEMBER TABLE 1534 ST C10X20 1535 ST C10X20 1536 ST C10X20 1537 ST C10X20 1538 ST C10X20 1539 ST C10X20 1540 ST C10X20 1541 ST C10X20 1542 ST C10X20 1543 ST C10X20 1544 ST C10X20 1545 ST C10X20 1546 ST C10X20 1547 ST C10X20 1548 ST C10X20 RESULT/ FX PASS 2670.47 C PASS 1211.59 C PASS -5486.90 T PASS -6579.08 T PASS 0. 00 T PASS 0.00 T PASS 0.00 T PASS 0.00 T PASS 0.00 T PASS 0. 00 T PASS -204.72 T PASS 20.97 C PASS 2003.33 C PASS 1841.39 C PASS 0.00 T OTHERWISE NOTED) CRITICAL COND/ RATIO/ MY MZ (AISC SECTIONS) Clause Hl/2 0.182 -433.15 -5270.06 (AISC SECTIONS) Clause Hl/2 0.215 640.86 -5348.10 (AISC SECTIONS) Clause Hl/2 0.254 -1055.82 3120.62 (AISC SECTIONS) Clause Hl/2 0.346 -1141.67 -6992.27 (AISC SECTIONS) Clause F 0.190 0.00 -9899.66 (AISC SECTIONS) Clause F 0.248 0.00 12928.96 (AISC SECTIONS) Clause F 0.083 0.00 4299.42 (AISC SECTIONS) Clause F 0.162 0.00 -7646.00 (AISC SECTIONS) Clause F 0.121 0.00 6279.53 (AISC SECTIONS) Clause Hl/2 0.015 -81.63 39.37 (AISC SECTIONS) Clause Hl/2 0.280 -170.60 11843.36 {AISC SECTIONS) Clause Hl/2 0.005 17.47 -89.95 (AISC SECTIONS) Clause Hl/2 0.189 -85.65 8775.62 (AISC SECTIONS) Clause Hl/2 0.240 -0.37 -12236.21 (AISC SECTIONS) Clause F 0.328 0.00 -17113.91 - PAGE NO. 34 LOADING/ LOCATION 53 1. 09 52 0.00 52 0.00 53 0.00 42 0.00 30 0.58 35 0.00 42 0.00 30 0.00 53 0.00 60 0.00 58 5.00 52 2.00 32 2.00 32 0.00 Page 48I BMC -»WC:\IVAN WORK\DESIGN\2009 Design Project\16390 Legoland\Design\Tower-l\Model\16390 Tower-1-1.anl Page 34 of 54 Friday, January 08, 2010,f 11: 43f AM STAAD SPACE ALL UNITS ARE - POUN FEET (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ FX MI MZ 1549 ST 1550 ST 1551 ST 1552 ST 1553 ST 1554 ST 1555 ST 1556 ST 1557 ST 1558 ST 1559 ST 1560 ST 1561 ST 1562 ST 1563 ST C10X20 59. C10X20 9298. C10X20 -893. C10X20 9127. C10X20 -1013. C10X20 4818. C10X20 -1101. C10X20 4321. C10X20 -2093. C10X20 3807. C10X20 -2062. C10X20 274, C10X20 -2020 C10X20 8180 C10X20 -2191 PAGE NO. 35 LOADING/ LOCATION (AISC SECTIONS) PASS 55 C Clause El/2 -9.10 0. 9124. 177 ,33 0 58 .00 (AISC SECTIONS) PASS 44 C Clause El/2 326.27 0. -9900. .271 .90 1 42 .09 (AISC SECTIONS) PASS 63 T Clause El/2 -334.58 0. 10928. ,269 ,78 1 58 .09 (AISC SECTIONS) PASS 83 C Clause El/2 232.29 0, -8297, .223 .20 1 42 .09 (AISC SECTIONS) PASS 78 T Clause El/2 -347.23 0. 10892, .271 .38 1 58 .09 (AISC SECTIONS) PASS .29 C Clause El/2 427.86 0, -6176, .204 .12 1 58 .09 (AISC SECTIONS) PASS .32 T Clause El/2 -334.64 0 10490 .261 .91 1 58 .09 (AISC SECTIONS) PASS .72 C Clause El/2 423.42 0 -5568 .191 .28 1 58 .09 (AISC SECTIONS) PASS .32 T Clause El/2 -390.80 0 9268 .250 .52 1 50 .09 (AISC SECTIONS) PASS .96 C Clause El/2 404.30 0 -4579 .167 .24 1 58 .09 (AISC SECTIONS)' PASS .83 T Clause El/2 -374.00 0 8522 .233 .70 1 50 .09 (AISC SECTIONS) PASS .77 C Clause Hl/2 405.38 0 -3222 .132 . 64 1 50 .09 (AISC SECTIONS) PASS .76 T Clause Hl/2 -310.56 0 7380 .200 .32 1 50 .09 (AISC SECTIONS) PASS .33 C Clause Hl/2 -304.85 0 4239 .155 .52 0 42 .00 (AISC SECTIONS) PASS .52 T Clause Hl/2 631.24 0 3847 .187 .58 0 50 .00 Page 49C:\IVAN WORK\DESIGN\2009 Design Project\16390 Legoland\Design\Tower-l\Model\16390 Tower-1-1.anl Page 35 of 54 Friday, January 08, 2010, 11:43 AM STAAD SPACE ALL UNITS ARE - POUN MEMBER TABLE 1564 ST C10X20 1565 ST C10X20 1566 ST C10X20 1567 ST C10X20 1568 ST C10X20 1569 ST C10X20 1570 ST C10X20 1571 ST C10X20 1572 ST C10X20 1573 ST C10X20 1574 ST C10X20 1575 ST C10X20 1576 ST C10X20 1577 ST C10X20 1578 ST C10X20 FEET (UNLESS RESULT/ FX PASS 2626.33 C PASS 0.00 T PASS 0.00 T PASS 0.00 T PASS 0.00 T PASS 0.00 T PASS 0.00 T PASS 0. 00 T PASS 468.32 C PASS 866.76 C PASS 0.00 T PASS 0.00 T PASS 1752.97 C PASS -583.33 T PASS 1446.26 C OTHERWISE NOTED) CRITICAL COND/ RATIO/ MX MZ (AISC SECTIONS) Clause Hl/2 0.287 67.30 -14010.41 (AISC SECTIONS) Clause Hl/2 0.311 -85.68 -14009.38 (AISC SECTIONS) Clause Hl/2 0.104 -86.49 4228.93 (AISC SECTIONS) Clause Hl/2 0.006 23.30 -96.40 (AISC SECTIONS) Clause Hl/2 0.061 39.64 2851.99 (AISC SECTIONS) Clause Hl/2 0.134 -19.81 -6818.73 (AISC SECTIONS) Clause Hl/2 0.089 520.00 9.09 (AISC SECTIONS) Clause F 0.085 0.00 -4433.42 (AISC SECTIONS) Clause Hl/2 0.075 64.99 3247.58 (AISC SECTIONS) Clause Hl/2 0.113 -85.81 -4992.40 (AISC SECTIONS) Clause F 0.086 0.00 4489.52 (AISC SECTIONS) Clause Hl/2 0.125 -14.43 -6389.34 (AISC SECTIONS) Clause Hl/2 0.311 456.23 -11883.83 (AISC SECTIONS) Clause Hl/2 0.171 591.61 3563.38 (AISC SECTIONS) Clause Hl/2 0.250 338.98 -9827.82 - PAGE NO. 36 LOADING/ LOCATION 34 0.63 32 0.00 60 2.52 51 0.00 52 0.00 32 0.00 40 0.00 40 0.00 61 2.00 51 2.00 46 1.00 51 0.00 50 1.09 51 1.09 50 1.09 Page 50C:\IVAN WORK\DESIGN\2009 Design Project\16390 Legoland\Design\Tower-l\Model\16390 Touer-1-1.anl Page 36 of 54 Friday, January 08, 2010,; 11: 43f KM STAAD SPACE — PAGE NO. 37 ALL UNITS ARE - POUN FEET (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ FX MY RATIO/ MZ LOADING/ LOCATION 1579 ST C10X20 1580 ST C10X20 (AISC SECTIONS) PASS Clause Hl/2 0.155 61 -1916.62 T 452.41 3796.66 1.09 (AISC SECTIONS) PASS Clause Hl/2 0.194 50 1115.84 C 290.32 -7361.00 1.09 1581 ST C10X20 (AISC SECTIONS) PASS Clause Hl/2 0.161 61 -2408.05 T 445.83 4119.69 1.09 1582 ST C10X20 (AISC SECTIONS) PASS Clause Hl/2 0.134 65 1211.92 C -349.67 -3690.23 1.09 (AISC SECTIONS) PASS Clause Hl/2 0.160 61 -2923.46 T 434.96 4069.52 1.09 (AISC SECTIONS) PASS Clause Hl/2 0.134 42 1097.31 C 591.77 1584.80 1.09 (AISC SECTIONS) PASS Clause Hl/2 0.149 61 -3454.76 T 406.83 3650.91 1.09 (AISC SECTIONS) PASS Clause Hl/2 0.219 58 -655.83 T -425.27 7542.15 0.00 (AISC SECTIONS) PASS Clause Hl/2 0.135 61 -4219.52 T -530.39 1735.44 0.00 1588 ST C10X20 (AISC SECTIONS) PASS Clause Hl/2 0.349 58 -1031.51 T -670.45 12070.97 0.00 (AISC SECTIONS) PASS Clause Hl/2 0.150 42 -3178.59 T 637.12 -1720.44 0.00 (AISC SECTIONS) PASS Clause Hl/2 0.501 61 968.61 C 1194.81 15335.21 0.00 C10X20 (AISC SECTIONS) PASS Clause Hl/2 0.317 42 -3030.26 T 1528.04 -2511.57 0.00 C10X20 (AISC SECTIONS) PASS Clause Hl/2 0.536 52 3860.84 C -1153.21 17125.75 1.09 C10X20 (AISC SECTIONS) PASS Clause Hl/2 0.287 52 -4231.25 T 1283.75 -2968.48 1.09 1583 ST C10X20 1584 ST C10X20 1585 ST C10X20 1586 ST C10X20 1587 ST C10X20 1589 ST C10X20 1590 ST C10X20 1591 ST 1592 ST 1593 ST Page 51C:\IVAN WORK\DESIGN\2009 Design Project\16390 Legoland\Design\Tower-l\Model\16390 Tower-1-1.anl Page 37 of 54 Friday, January 08, 2010, 11:43 AM STAAD SPACE — PAGE NO.38 ALL UNITS ARE - POUK FEET (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ FX MY RATIO/ MZ LOADING/ LOCATION 1594 ST 1595 ST 1596 ST 1597 ST 1598 ST 1599 ST 1600 ST 1601 ST 1602 ST 1603 ST 1604 ST 1605 ST 1606 ST 1607 ST 1608 ST C10X20 C10X20 (AISC SECTIONS) PASS Clause Hl/2 0.294 53 0.00 T 538.48 9563.37 5.00 C10X20 (AISC SECTIONS) PASS Clause Hl/2 0.138 52 0.00 T 451.42 -2904.51 5.00 C10X20 {AISC SECTIONS) PASS Clause Hl/2 0.034 34 0.00 T 4.24 1724.34 0.00 C10X20 (AISC SECTIONS) PASS Clause Hl/2 0.131 35 0.00 T -4.24 -6804.54 0.00 C10X20 (AISC SECTIONS) PASS Clause F 0.072 37 0.00 T 0.00 -3774.24 0.00 C10X20 (AISC SECTIONS) PASS Clause Hl/2 0.089 41 0.00 T -520.00 16.18 0.00 C10X20 (AISC SECTIONS) PASS Clause Hl/2 0.298 32 0.00 T -3.96 15511.71 1.08 C10X20 (AISC SECTIONS) PASS Clause Hl/2 0.005 51 0.00 T -23.30 -25.52 5.00 C10X20 (AISC SECTIONS) PASS Clause Hl/2 0.351 35 956.70 C -1451.78 5272.23 0.00 C10X20 (AISC SECTIONS) PASS Clause Hl/2 0.420 35 -7702.05 T 1184.44 -10299.39 0.00 C10X20 (AISC SECTIONS) PASS Clause Hl/2 0.188 31 4708.83 C -436.31 5239.59 1.09 C10X20 (AISC SECTIONS) PASS Clause Hl/2 0.426 37 127.98 C 1051.32 -12834.63 1.09 C10X20 (AISC SECTIONS) PASS Clause Hl/2 0.121 36 4514.25 C -467.48 1509.12 1.09 C10X20 (AISC SECTIONS) PASS Clause Hl/2 0.217 53 -197.47 T 358.77 -8112.19 1.09 (AISC SECTIONS) PASS Clause Hl/2 0.124 31 4044.68 C 150.57 -4542.49 0.00 Page 52C:\IVAN WORK\DESIGN\2009 Design Project\16390 Legoland\Design\Tower-l\Model\16390 Tower-1-l.anl Page 38 of 54 Friday, January 08, 2010,f 11: 43fAM STAAD SPACE ALL UNITS ARE - POUN FEET (UNLESS MEMBER 1609 1610 1611 1612 1613 1614 1615 1616 1617 1618 1619 1620 1621 1622 1623 TABLE RESULT/ FX ST C10X20 PASS -608.94 T ST C10X20 PASS 3883.13 C ST C10X20 PASS -1260.07 T ST C10X20 PASS 3649.35 C ST C10X20 PASS -1967.33 T ST C10X20 PASS 3455.63 C ST C10X20 PASS -2393.26 T ST C10X20 PASS 3393.83 C ST C10X20 PASS -2888.49 T ST C10X20 PASS 0.00 T ST C10X20 PASS 0. 00 T ST C10X20 PASS 92.12 C ST C10X20 PASS 0.00 T ST C10X20 PASS 0.00 T ST C10X20 PASS 0.00 T OTHERWISE NOTED) CRITICAL COND/ RATIO/ MY MZ (AISC SECTIONS) Clause Hl/2 0.137 325.90 -4182.87 (AISC SECTIONS) Clause Hl/2 0.172 192.24 -6730.02 (AISC SECTIONS) Clause Hl/2 0.146 -275.00 4965.36 (AISC SECTIONS) Clause Hl/2 0.207 197.24 -8500.99 (AISC SECTIONS) Clause Hl/2 0.208 -278.20 8079.73 (AISC SECTIONS) Clause Hl/2 0.238 243.52 -9752.65 (AISC SECTIONS) Clause Hl/2 0.267 -315.96 10754.98 (AISC SECTIONS) Clause Hl/2 0.263 337.68 -10253.75 (AISC SECTIONS) Clause Hl/2 0.336 -477.50 12856.57 (AISC SECTIONS) Clause F 0.251 0.00 -13061.61 (AISC SECTIONS) Clause Hl/2 0.135 -19.81 6867.49 (AISC SECTIONS) Clause Hl/2 0.054 50.86 2328.39 (AISC SECTIONS) Clause Hl/2 0.159 -84.50 6839.17 (AISC SECTIONS) Clause F 0.251 0.00 -13062.75 (AISC SECTIONS) Clause F 0.213 0.00 -11109.74 - PAGE NO. 39 LOADING/ LOCATION 53 1.09 31 0.00 31 0.00 37 0.00 37 0.00 35 0.00 35 0.00 30 0.00 35 0.00 33 2.25 33 2.00 59 2.25 33 0.00 33 0.00 30 2.25 Page 53 C:\IVAW WORK\DBSIGN\2009 Design Project\16390 Legoland\Design\Tower-l\Model\16390 Tower-1-1.anl Page 39 of 54 Friday, January 08, 2010, 11:43 AM STAAD SPACE — PAGE NO.40 ALL UNITS ARE - POUN FEET (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ FX MY RATIO/ MZ LOADING/ LOCATION 1624 ST C10X20 1625 ST C10X20 1626 ST ' C10X20 1627 ST C10X20 1628 ST C10X20 (AISC SECTIONS) PASS Clause Hl/2 0.294 50 0.00 T -364.57 10280.28 6.33 (AISC SECTIONS) PASS Clause Hl/2 0.001 52 0.00 T 5.59 13.68 1.00 (AISC SECTIONS) PASS Clause Hl/2 0.319 30 0.00 T -33.86 -13870.91 3.17 (AISC SECTIONS) PASS Clause Hl/2 0.004 53 0.00 T 23.30 -14.50 0.00 (AISC SECTIONS) PASS Clause Hl/2 0.001 52 0.00 T -5.59 -13.68 1.00 1266. CHECK CODE MEMB 2000 TO 2003 2100 TO 2114 2200 TO 2223 7101 Page 54C:\IVAN WORK\DESIGN\2009 Design Project\16390 Legoland\Design\Tower-l\Model\16390 Tower-1-1.anl Page 40 of 54 Friday, January 08, 2010,{ 11: 43j AM STAAD SPACE — PAGE STAAD.PRO CODE CHECKING - (AISC-360-05-LRFD) NO. 41 ALL UNITS ARE - POUN FEET (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION 2000 ST 2001 ST 2002 ST 2003 ST 2100 ST 2101 ST 2102 ST 2103 ST 2104 ST 2105 ST 2106 ST 2107 ST 2108 ST 2109 ST 2110 ST 2111 ST 2112 ST PIPS40 4513. PIPS40 14131. PIPS40 12901. PIPS40 14216. PIPS40 8957. PIPS40 8693. PIPS40 -8772. PIPS40 11129. PIPS40 7234. PIPS40 8506. PIPS40 8993. PIPS40 8961. PIPS40 11147. PIPS40 8513. PIPS40 10041. PIPS40 14711. PIPS40 9054. (AISC SECTIONS) PASS 84 C Clause Hl/2 143.93 0. -178. 103 35 6 50 .91 (AISC SECTIONS) PASS 23 C Clause Hl/2 0.00 0. -142. 229 61 6 34 .31 (AISC SECTIONS) PASS 77 C Clause Hl/2 0.00 0. -142. 210 64 6 30 .31 (AISC SECTIONS) PASS 89 C Clause Hl/2 0.00 0. -146. 239 62 6 35 .49 (AISC SECTIONS) PASS 16 C Clause Hl/2 1.81 0. 87. 100 64 7 40 .50 (AISC SECTIONS) PASS 29 C Clause Hl/2 0.00 0. -363. 200 ,33 7 41 .50 (AISC SECTIONS) PASS 31 T Clause Hl/2 628.94 0. 101. ,127 ,64 7 59 .50 (AISC SECTIONS) PASS 18 C Clause Hl/2 18.11 0. 90. ,123 ,35 7 42 .50 (AISC SECTIONS) PASS 24 C Clause Hl/2 -717.41 0. 102. .135 ,44 7 61 .50 (AISC SECTIONS) PASS 35 C Clause Hl/2 0.00 0. -363. ,197 ,33 7 42 .50 (AISC SECTIONS) PASS 79 C Clause Hl/2 23.26 0. 89, .102 .34 7 40 .50 (AISC SECTIONS) PASS 01 C Clause Hl/2 -4.02 0, 87, .100 .41 7 42 .50 (AISC SECTIONS) PASS 00 C Clause Hl/2 0.00 0 -363 .249 .33 7 42 .50 (AISC SECTIONS) PASS 69 C Clause Hl/2 -4.85 0 87 .095 .47 0 41 .00 (AISC SECTIONS) PASS 45 C Clause Hl/2 9.07 0 90 .112 .48 0 40 .00 (AISC SECTIONS) PASS 81 C Clause Hl/2 -4.02 0 91 .160 .58 0 41 .00 (AISC SECTIONS) PASS 12 C Clause Hl/2 -2.97 0 87 Pa .101 .77 no fifi — 43 0.00 C:\IVAN WORK\DESIGN\2009 Design Project\16390 Legoland\Design\Tower-l\Model\16390 Tower-1-1.anl Page 41 of 54 Friday, January 08, 2010, 11:43 AM STAAD SI ALL UNITS J MEMBER 2113 ST 2114 ST 2200 ST 2201 ST 2202 ST 2203 ST 2204 ST 2205 ST 2206 ST 2207 ST 2208 ST 2209 ST 2210 ST 2211 ST 2212 ST 3 ACE iRE - POUN FEET (UNLESS TABLE RESULT/ FX PIPS40 PASS 9916.92 C PIPS40 PASS 9202.95 C PIPS40 PASS 36413.63 C PIPS40 PASS 38201.64 C PIPS40 PASS 42440.78 C PIPS40 PASS 35052.39 C PIPS40 PASS 38226.93 C PIPS40 PASS 40764.84 C PIPS40 PASS 37799.30 C PIPS40 PASS 38689.46 C PIPS40 PASS 43698.01 C PIPS40 PASS 33759.40 C PIPS40 PASS 40077.47 C PIPS40 PASS 40496.76 C PIPS40 PASS 29858.38 C " OTHERWISE NOTED) CRITICAL COND/ RATIO/ MY MZ (AISC SECTIONS) Clause Hl/2 0.110 -10.36 88.77 (AISC SECTIONS) Clause Hl/2 0.105 -36.04 90.80 (AISC SECTIONS) Clause Hl/2 0.616 0.00 -161.24 (AISC SECTIONS) Clause Hl/2 0.646 0.00 -161.24 (AISC SECTIONS) Clause Hl/2 0.716 0.00 -161.24 (AISC SECTIONS) Clause Hl/2 0.593 0.00 -161.24 (AISC SECTIONS) Clause Hl/2 0.646 0.00 -161.24 (AISC SECTIONS) Clause Hl/2 0.688 0.00 -161.24 (AISC SECTIONS) Clause Hl/2 0. 639 0.00 -161.24 (AISC SECTIONS) Clause Hl/2 0.654 0.00 -161.24 (AISC SECTIONS) Clause Hl/2 0.737 0.00 -161.24 (AISC SECTIONS) Clause Hl/2 0.572 0.00 -161.24 (AISC SECTIONS) Clause Hl/2 0.677 0.00 -161.24 (AISC SECTIONS) Clause Hl/2 0.684 0.00 -161.24 (AISC SECTIONS) Clause Hl/2 0.573 0.00 -62.46 - PAGE NO. 42 LOADING/ LOCATION 43 0.00 43 0.00 41 6.66 40 6. 66 41 6.66 43 6.66 42 6.66 43 6.66 40 6.66 41 6.66 40 6. 66 42 6.66 43 6.66 42 6. 66 50 6.07 Page 56C:\IVAN WORK\DESIGN\2009 Design Project\16390 Legoland\Design\Tower-l\Model\16390 Tower-1-1.anl Page 42 of 54 Friday, January OS, 2010,f 11: 43,AM STAAD SPACE — PAGE NO.43 ALL UNITS ARE - POUN FEET (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ FX MY RATIO/ MZ LOADING/ LOCATION 2213 ST PIPS40 (AISC SECTIONS) PASS Clause Hl/2 0.522 51 27218.35 C 0.00 -62.46 6.07 2214 ST PIPS40 (AISC SECTIONS) PASS Clause Hl/2 0.596 50 31074.12 C 0.00 -62.46 6.07 2215 ST PIPS40 (AISC SECTIONS) PASS Clause Hl/2 0.469 52 24397.14 C 0.00 -62.46 6.07 2216 ST PIPS40 (AISC SECTIONS) PASS Clause Hl/2 0.534 53 27857.22 C 0.00 -62.46 6.07 2217 ST PIPS40 (AISC SECTIONS) PASS Clause Hl/2 0.594 52 30990.97 C 0.00 -62.46 6.07 2218 ST PIPS40 (AISC SECTIONS) PASS Clause Hl/2 0.504 51 26229.63 C 0.00 -62.46 6.07 2219 ST PIPS40 (AISC SECTIONS) PASS Clause Hl/2 0.626 50 32663.50 C 0.00 -62.46 6.07 2220 ST PIPS40 (AISC SECTIONS) PASS Clause Hl/2 0.516 51 26894.76 C 0.00 -62.46 6.07 2221 ST PIPS40 (AISC SECTIONS) PASS Clause Hl/2 0.538 53 28027.20 C 0.00 -62.46 6.07 2222 ST PIPS40 (AISC SECTIONS) PASS Clause Hl/2 0.542 52 28241.22 C 0.00 -62.46 6.07 2223 ST PIPS40 (AISC SECTIONS) PASS Clause Hl/2 0.617 53 32207.78 C 0.00 -62.46 6.07 7101 ST PIPS100 (AISC SECTIONS) PASS Clause Hl/2 0.216 51 44624.12 C 2237.45 -11057.14 12.50 1267. CHECK CODE MEMB 3100 TO 3116 3200 TO 3211 3300 TO 3305 3400 TO 3410 1268. 3500 TO 3505 3600 TO 3603 Page 57C:\IVAN WORK\DESIGN\2009 Design Project\16390 Legoland\Design\Tower-l\Model\16390 Tower-1-1.anl Page 43 of 54 Friday, January 08, 2010, 11:43 AM STAAD SPACE -- PAGE NO. 44 STAAD.PRO CODE CHECKING - (AISC-360-05-LRFD) ALL UNITS ARE - POON MEMBER TABLE 3100 ST W10X22 3101 ST W10X22 3102 ST W10X22 3103 ST W10X22 3104 ST W10X22 3105 ST W10X22 3106 ST W10X22 3107 ST W10X22 3108 ST W10X22 3109 ST W10X22 3110 ST W10X22 3111 ST W10X22 3112 ST W10X22 3113 ST W10X22 3114 ST W10X22 3115 ST W10X22 3116 ST W10X22 FEET (UNLESS OTHERWISE NOTED) RESULT/ FX PASS 676.93 C PASS 0. 00 T PASS 0.00 T PASS 0.00 T PASS 0.00 T PASS 0.00 T PASS 0.00 T PASS 0.00 T PASS 0. 00 T PASS 0.00 T PASS 0. 00 T PASS 0. 00 T PASS 0.00 T PASS 0. 00 T PASS 0.00 T PASS 0. 00 T PASS 0. 00 T CRITICAL COND/ RATIO/ MY MZ (AISC SECTIONS) Clause Hl/2 0.374 -1692.32 16050.13 (AISC SECTIONS) Clause Hl/2 0.558 10745.00 -8099.44 (AISC SECTIONS) Clause Hl/2 0.454 4284.63 -24558.61 (AISC SECTIONS) Clause Hl/2 0.454 4284.63 -24558.61 (AISC SECTIONS) Clause Hl/2 0.192 -207.84 -16856.85 (AISC SECTIONS) Clause Hl/2 0.051 -18.91 -4653.37 (AISC SECTIONS) Clause Hl/2 0.454 -4284.63 -24558.61 (AISC SECTIONS) Clause Hl/2 0.454 -4284.63 -24558.61 (AISC SECTIONS) Clause Hl/2 0.454 -4284.63 -24558.61 (AISC SECTIONS) Clause Hl/2 0.454 -4284.63 -24558.61 (AISC SECTIONS) Clause Hl/2 0.454 -4284.63 -24558.61 (AISC SECTIONS) Clause Hl/2 0.454 -4284.63 -24558.61 (AISC SECTIONS) Clause Hl/2 0.454 -4284.63 -24558.61 (AISC SECTIONS) Clause Hl/2 0.454 -4284.63 -24558.61 (AISC SECTIONS) Clause Hl/2 0.343 -7433.20 -1708.69 (AISC SECTIONS) Clause Hl/2 0.094 24.58 -8610.09 (AISC SECTIONS) Clause Hl/2 0.189 -135.43 -16854.83 Pano HR LOADING/ LOCATION 59 0.00 40 6.25 50 7.50 50 7.50 30 6.42 34 2.25 50 7.50 50 7.50 50 7.50 50 7.50 50 7.50 50 7.50 50 7.50 50 7.50 40 0.00 31 0.00 30 0.00 C:\IVAN WORK\DESIGN\2009 Design Project\16390 Legoland\Design\Tower-l\Model\16390 Tower-1-1.anl Page 44 of 54 Friday, January 08, 2010,f 11: 43tAM STAAD SPACE ALL UNITS ARE - POUN FEET (UNLESS MEMBER TABLE RESULT/ FX 3200 ST W12X30 PASS 0.00 T 3201 ST W12X30 PASS 0.00 T 3202 ST W12X30 PASS 0.00 T 3203 ST W12X30 PASS 0.00 T 3204 ST W12X30 PASS 0.00 T 3205 ST W12X30 PASS 0.00 T 3206 ST W12X30 PASS 0.00 T 3207 ST W12X30 PASS 0.00 T 3208 ST W12X30 PASS 0.00 T 3209 ST W12X30 PASS 0.00 T 3210 ST W12X30 PASS 0. 00 T 3211 ST W12X30 PASS 0.00 T 3300 ST W14X34 PASS 0.00 T 3301 ST W14X34 PASS 0.00 T 3302 ST W14X34 PASS 0.00 T " OTHERWISE NOTED) CRITICAL COND/ RATIO/ MY MZ (AISC SECTIONS) Clause Hl/2 0.286 125.31 -44637.29 (AISC SECTIONS) Clause Hl/2 0.286 125.31 -44637.41 (AISC SECTIONS) Clause Hl/2 0.286 -125.31 -44637.26 (AISC SECTIONS) Clause Hl/2 0.286 125.31 -44637.37 (AISC SECTIONS) Clause Hl/2 0.286 -42.25 -44937.74 (AISC SECTIONS) Clause Hl/2 0.286 125.31 -44637.39 (AISC SECTIONS) Clause Hl/2 0.286 42.25 -44937.74 (AISC SECTIONS) Clause Hl/2 0.286 -125.31 -44637.30 (AISC SECTIONS) Clause Hl/2 0.286 -42.25 -44937.74 (AISC SECTIONS) Clause Hl/2 0.286 -125.31 -44637.37 (AISC SECTIONS) Clause Hl/2 0.286 42.25 -44937.74 (AISC SECTIONS) Clause Hl/2 0.286 -125.31 -44637.25 (AISC SECTIONS) Clause F 0.427 0.00 -85502.51 (AISC SECTIONS) Clause F 0.427 0.00 -85502.30 (AISC SECTIONS) Clause F 0.428 0.00 -85627.80 PAGE NO. 45 LOADING/ LOCATION 32 5.00 32 5.00 33 5.00 32 5.00 32 2.50 32 0.00 33 2.50 33 0.00 32 2.50 33 0.00 33 2.50 33 0.00 20 5.00 31 5.00 30 2.50 Page 59C:\IVAN WORK\DESIGN\2009 Design Project\16390 Legoland\Design\Tower-l\Model\16390 Touer-1-1.ani Page 45 of 54 Friday, January 08, 2010, 11:43 AM STAAD SPACE ALL UNITS ARE - POUN FEET (UNLESS MEMBER 3303 3304 3305 3400 3401 3402 3403 3404 3405 3406 3407 3408 3409 3410 3500 TABLE RESULT/ FX ST W14X34 PASS 0.00 T ST W14X34 PASS 0.00 T ST W14X34 PASS 0.00 T ST W12X30 PASS -3009.35 T ST W12X30 PASS -395.17 T ST W12X30 PASS -10040.11 T ST W12X30 PASS 11098.26 C ST W12X30 PASS 6698.64 C ST W12X30 PASS 5011.66 C ST W12X30 PASS 7440.01 C ST W12X30 PASS 615.26 C ST W12X30 PASS 3395.31 C ST W12X30 PASS -2955.02 T ST W12X30 PASS 3775.36 C ST W10X22 PASS -7216.58 T OTHERWISE NOTED) CRITICAL COND/ RATIO/ MY MZ (AISC SECTIONS) Clause F 0.427 0.00 -85502.30 (AISC SECTIONS) Clause F 0.428 0.00 -85627.80 (AISC SECTIONS) Clause F 0.427 0.00 -85502.52 (AISC SECTIONS) Clause Hl/2 0.547 790.51 -55144.04 (AISC SECTIONS) Clause Hl/2 0.519 5986.89 -36991.64 (AISC SECTIONS) Clause Hl/2 0.449 1308.71 -43141.93 (AISC SECTIONS) Clause E 0.078 0.00 0.00 (AISC SECTIONS) Clause Hl/2 0.119 -394.97 -8817.85 (AISC SECTIONS) Clause Hl/2 0.149 -1079.80 -10670.29 (AISC SECTIONS) Clause Hl/2 0.233 1152.98 -18290.88 (AISC SECTIONS) Clause Hl/2 0.329 2075.30 -28208.34 (AISC SECTIONS) Clause Hl/2 0.405 2825.57 -33006.67 (AISC SECTIONS) Clause Hl/2 0.023 -84.57 -2729.85 (AISC SECTIONS) Clause Hl/2 0.028 29.14 -3607.34 (AISC SECTIONS) Clause Hl/2 0.095 1107.07 -3313.76 - PAGE NO. 46 LOADING/ LOCATION 20 0.00 20 2.50 32 0. 00 34 8.00 32 0.00 32 0.00 51 0.00 60 5.00 58 0.00 61 2.00 61 5.00 61 0.00 58 5.00 43 0.00 61 5.00 Page 60C:\IVAN HORK\DESIGN\2009 Design Project\16390 Legoland\Design\Tower-l\Model\16390 Tower-1-1.anl Page 46 of 54 Friday, January 08, 2010,; ll:43tAM STAAD SPACE — PAGE NO.47 ALL UNITS ARE - POUN FEET (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ FX MY RATIO/ MZ LOADING/ LOCATION 3501 ST W10X22 3502 ST W10X22 3503 ST W10X22 3504 ST W10X22 3505 ST W10X22 3600 ST W14X34 3601 ST W14X34 3602 ST W14X34 3603 ST W14X34 (AISC SECTIONS) PASS Clause Hl/2 0.128 36 -6049.87 T 880.18 -7737.01 0.00 (AISC SECTIONS) PASS Clause Hl/2 0.316 33 -3120.08 T 2738.43 -18612.45 2.00 (AISC SECTIONS) PASS Clause Hl/2 0.160 35 -7030.39 T 687.61 -11421.73 0.00 (AISC SECTIONS) PASS Clause Hl/2 0.248 30 -4064.35 T -990.44 -19282.67 2.00 (AISC SECTIONS) PASS Clause Hl/2 0.193 37 -9454.98 T 942.81 -13143.54 0.00 (AISC SECTIONS) PASS Clause Hl/2 0.677 61 2548.72 C -5369.02 26812.80 0.00 (AISC SECTIONS) PASS Clause Hl/2 0.676 60 2549.10 C 5392.93 26753.99 30.00 (AISC SECTIONS) PASS Clause Hl/2 0.693 58 2688.12 C -5314.05 27698.32 30.00 (AISC SECTIONS) PASS Clause Hl/2 0.663 60 2386.98 C 5408.68 26104.76 0.00 1269. CHECK CODE MEMB 4000 TO 4005 Page 61C:\IVAN WORK\DESIGN\2009 Design Project\16390 Legoland\Design\Tower-l\Model\16390 Tower-1-1.anl Page 47 of 54 Friday, January 08, 2010, 11:43 AM STAAD SPACE — PAGE NO.48 STAAD. PRO CODE CHECKING - (AISC-360-05-LRFD) ******************************************** ALL UNITS ARE - POUN FEET (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ FX MY RATIO/ MZ LOADING/ LOCATION 4000 ST HSST8X6X0.25 PASS 18574.95 C 4001 ST HSST8X6X0.25 PASS 18393.71 C 4002 ST HSST8X6X0.25 PASS 13640.17 C 4003 ST HSST8X6X0.25 PASS 11650.64 C 4004 ST HSST8X6X0.25 PASS 10735.58 C 4005 ST HSST8X6X0.25 PASS 6359.32 C (AISC SECTIONS) Clause H3 0.714 -146.27 17700.45 (AISC SECTIONS) Clause H3 0.663 -8369.92 21426.25 (AISC SECTIONS) Clause Hl/2 0.475 -6113.49 19420.82 (AISC SECTIONS) Clause Hl/2 0.339 -833.76 17683.87 (AISC SECTIONS) Clause Hl/2 0.473 -7442.70 18420.20 (AISC SECTIONS) Clause Hl/2 0.500 13618.73 13653.23 35 0.50 37 0.00 31 0.00 40 4.50 36 3.18 34 0.00 1270. CHECK CODE MEMB 7100 TO 7102 7200 TO 7203 7300 TO 7307 7400 7401 7500 TO 7502 1271. 7600 TO 7603 7700 TO 7702 7800 7801 7900 TO 7902 8000 8100 Page 62C:\IVAN WORK\DESIGN\2009 Design Project\16390 Legoland\Design\Tower-l\Model\16390 Tower-1-1.anl Page of 54 Friday, January 08, 2010,,- 11: 43/AM STAAD SPACE — PAGE NO.49 STAAD. PRO CODE CHECKING - (AISC-360-05-LRFD) ******************************************** ALL UNITS ARE - POUN FEET (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION 7100 ST 7101 ST 7102 ST 7200 ST 7201 ST 7202 ST 7203 ST 7300 ST 7301 ST 7302 ST 7303 ST 7304 ST 7305 ST 7306 ST 7307 ST PIPS100 PASS 30996.50 C PIPSlOO PASS 44624.12 C PIPSlOO PASS 11431.24 C PIPSlOO PASS 54373.77 C PIPSlOO PASS 53088.60 C PIPSlOO PASS 52997.40 C PIPSlOO PASS 47281. T5 C PIPSlOO PASS 73590.77 C PIPSlOO PASS 61891.06 C PIPSlOO PASS 51296.41 C PIPSlOO PASS 50956.66 C PIPSlOO PASS 46363.87 C PIPSlOO PASS 42654.10 C PIPSlOO PASS 30187.56 C PIPSlOO (AISC SECTIONS) Clause Hl/2 0.163 -5668.22 -5218.52 (AISC SECTIONS) Clause Hl/2 0.216 2237.45 -11057.14 (AISC SECTIONS) Clause Hl/2 0.443 24821.16 26812.90 (AISC SECTIONS) Clause Hl/2 0.202 -7328.84 1240.19 (AISC SECTIONS) Clause Hl/2 0.196 4170.96 4067.95 (AISC SECTIONS) Clause Hl/2 0.204 6446.23 -2785.93 (AISC SECTIONS) Clause Hl/2 0.190 6423.10 -2799.72 (AISC SECTIONS) Clause Hl/2 0.488 -21726.00 16486.06 (AISC SECTIONS) Clause Hl/2 0.459 -21726.00 16465.46 (AISC SECTIONS) Clause Hl/2 0.420 -18415.37 -18135.96 (AISC SECTIONS) Clause Hl/2 0.214 4208.35 6885.05 (AISC SECTIONS) Clause Hl/2 0.351 19691.08 -9870.47 (AISC SECTIONS) Clause Hl/2 0.342 19691.08 -9863.97 (AISC SECTIONS) Clause Hl/2 0.320 -16749.78 13786.37 (AISC SECTIONS) PASS Clause Hl/2 0.428 7400 ST 7401 ST 11270.11 C PIPSlOO PASS 28276.00 C PIPSlOO PASS 28106.18 C C:\IVAN WORK\DESIGN\2009 Design 24635.90 -25110.11 (AISC SECTIONS) Clause Hl/2 0.161 809.26 -10656.15 (AISC SECTIONS) Clause Hl/2 0.162 820.76 -10703.73 47 11.00 51 12.50 61 10.00 58 7.85 50 3.15 50 0.92 50 0.00 36 6.17 36 0.00 36 4.09 36 0.00 35 4.76 35 0.00 59 6.09 59 10.00 41 11.00 41 0.00 Project \16390 Legoland\Des?gn\Tower-l\Model\16390 Tower-1-1 . anl Page 49 of 54 Friday, January 08, 2010, 11:43 AM STAAD SPACE ALL UNITS ARE - POUN FEET (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ FX MY MZ 7500 7501 7502 7600 7601 7602 7603 7700 7701 7702 7800 7801 7900 7901 7902 ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST PIPS100 63502. PIPS100 50244. PIPS100 49987. PIPS100 64212. PIPS100 63097. PIPS100 53088. PIPS100 44985. PIPS100 37553. PIPS100 49042. PIPS100 11556. PIPS100 34233. PIPS100 34063. PIPS100 31005. PIPS100 43084. PIPS100 11601. PASS 58 C PASS 48 C PASS 72 C PASS 99 C PASS 02 C PASS 13 C PASS 78 C PASS 54 C PASS 66 C PASS 34 C PASS 01 C PASS 16 C PASS 19 C PASS 60 C PASS 59 C (AISC SECTIONS) Clause Hl/2 0. 17911.49 8232. (AISC SECTIONS) Clause Hl/2 0. 17963.80 8290. (AISC SECTIONS) Clause Hl/2 0. -9841.80 -3337. (AISC SECTIONS) Clause Hl/2 0. -375.69 -4403. (AISC SECTIONS) Clause Hl/2 0. -1720.76 11010. (AISC SECTIONS) Clause Hl/2 0. -1644.28 10851. (AISC SECTIONS) Clause Hl/2 0. 114.06 -4985. (AISC SECTIONS) Clause Hl/2 0. 5446.58 -5735. (AISC SECTIONS) Clause Hl/2 0. 9725.01 -8737. (AISC SECTIONS) Clause Hl/2 0. -26753.91 26104. (AISC SECTIONS) Clause Hl/2 0, 7845.61 -805. (AISC SECTIONS) Clause Hl/2 0. 7883.92 -794. (AISC SECTIONS) Clause Hl/2 0, -5384.83 -5647, (AISC SECTIONS) Clause Hl/2 0. 10161.96 8768. (AISC SECTIONS) Clause Hl/2 0, -27698.41 -26025. .366 ,20 .334 ,27 .228 .24 ,195 .42 .257 .87 ,230 ,81 ,151 .16 182 67 ,269 .37 .453 ,72 .153 .04 ,153 .23 .165 .99 .258 .19 .460 .87 PAGE NO. 50 LOADING/ LOCATION 53 7.85 53 0.00 53 0.00 53 7.85 53 3.15 53 0.00 53 0.00 46 11.00 60 12.50 60 10.00 44 11.00 44 0.00 44 4.58 58 12.50 58 10.00 Page 64C:\IVAN NQRK\DESIGN\2009 Design Project\16390 Legoland\Design\Tower-l\Model\16390 Tower-1-1.anl Page 50 of 54 Friday, January 08, 2010,• 11: 43tAM STAAD SPACE — PAGE NO.51 ALL UNITS ARE - POUN FEET (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ FX MY RATIO/ MZ LOADING/ LOCATION 8000 ST 8100 ST PIPS120 PASS 12523.51 C PIP E PASS 14271.74 C (AISC SECTIONS) Clause Hl/2 0.600 45 -40651.81 63602.14 0.00 (AISC SECTIONS) Clause Hl/2 0.263 58 112591.62 51510.56 0.00 1272. * 1273. *********CHECK ROOF**************** 1274. STEEL TAKE OFF LIST 1000 TO 1102 1500 TO 1628 2000 TO 2003 2100 TO 2114 2200 Page 65C:\IVAN WORK\DESIGN\2009 Design Project\16390 Legoland\Design\Tower-l\Model\16390 Tower-1-1.anl Page 51 of 54 Friday, January 08, 2010, 11:43 AM STAAD SPACE — PAGE NO.52 STEEL TAKE-OFF PROFILE LENGTH (FEET)WEIGHT (POUN) 1275. 2201 TO 2223 3100 TO 3116 1276. 4000 TO 4005 7100 TO 7102 1277. 7600 TO 7603 7700 TO 7702 1278. 20000 TO 20019 ST C10X20 PIPS40 W10X22 W12X30 W14X34 HSST8X6X0.25 PIPS100 PIPS120 ST ST ST ST ST ST ST ST ST PIP E PIPS60 3200 TO 3211 3300 TO 3305 3400 TO 3410 3500 TO 3505 7200 TO 7203 7300 TO 7307 7400 7401 7500 TO 7502 - 7800 7801 7900 TO 7902 8000 8100 10001 TO 10091 - 351. 521. 231. 112. 30. 16. 251. 8. 19. 29. ,47 .72 00 .00 ,00 ,37 50 50 58 ,57 7018 5616 5091 3343 1018 342 10163 421 1850 560 .269 .454 .249 .294 .800 .924 .718 .444 . 972 .380 TOTAL =35427.503 END OF DATA FROM INTERNAL STORAGE 1279. FINISH ********** END OF THE STAAD.Pro RUN ********** **** DATE= JAN 8,2010 TIME= 11:42:11 **** Page 66C:\IVAN WORK\DESIGN\2009 Design Project\16390 Legoland\Design\Tower-l\Model\16390 Tower-1-l.anl Page 52 of 54 Software licensed to wwi Job No 16390 Sheet No Rev partTower-1 Job Title LEGOLAND Ref By XY Dat608-SEP-09 Chd Client CALIFORNIA 16390Tower-1-1.std pate/Time 08-Jan-2010 11:41 0.677 D.428 0.693 0.443 nQ 0.162 •••" - 0196 Wrar"^^-*,2710.102 OH 04g9 0.196 M2r-: 0.103 0.197 0.7160.163 o :,*$£. CVM'CO °^5)996.f5So.677•-J).439v n>«H374 «.«»•,^^r>°oS4ND.4lrSI >nj84<pKr>;%* m •^t?*^. ^'<U!•sO-iTSs. > 0.2(S *0.1t\ > 0.234A ^ 0.174 fi.3740;355 0.572 cp 0.0952 0.646 0.1530.639 P 0.684 ^^-~~—«-3:vsfr~.i^*a>_. Mzs^^s^gi M7S"^_-e.306 ^ t^^CRft.358 0.174 <-D.0995 0.6160.182 GO a.IBS O A TOWER CODE CHECK Print Time/Date: 08/01/2010 11:44 STAAD.Pro for Windows 20.07.04.12 Page 67 Print Run 1 of 1 Software licensed to wwi Job No 16390 Sheet No Rev PartTower-1 Job Title LEGOLAND Ref By Date08-SEP-09 Chd Client CALIFORNIA File 16390Tower-1-1.std 08-Jan-2010 11:41 0.693 0,46 0:663 0.453 TOWER CODE CHECK Print Time/Date: 08/01/2010 11:44 STAAD.Pro for Windows 20.07.04.12 Page 68 Print Run 1 of 1 DISPLACEMENT Page 69 Software licensed to wwi Job No 16390 Sheet No Rev Partlower-1 job Title LEGOLAND Ref By Dat608-SEP-09 Chd Client CALIFORNIA File 16390Tower-1-1.std Daten"ime 08-Jan-2010 11:41 Y V """ M«x: 0.093 Ir Wfe: 0.082 In ,---' 2t>; Max: 0.08611rXla^o „,-••""" Max; 0.089 in Ss& 0.080 in KMax: 0.17B It M^i:a.17< Q. -" Wx: 0.090 Ir M«fe 0.177 In M«X: 0.177 Ir W»s 0.176 Ir Q. ,„.-"""'.'• •Mfc Max: 0.088 In PLATFORM BEAM DISPLACEMENT FOR DEAD LOAD MAX = 0.18 in < 15ft/200 = 0.9 in OK! Print Time/Date: 08/01/2010 11:50 STAAD.Pro for Windows 20.07.04.12 Page 70 Print Run 1 of 1 Software licensed to wwi Job No 16390 Sheet No Rev Partlower-1 Job Title LEGOLAND Ref By Dat€08-SEP-09 Chd Client CALIFORNIA File 16390Tower-1-1.std pate/Time o8-Jan-2010 11:41 Max: 0.132 In f. 0.117 In\ \ — H9Mix: 0.128 In Max:"0.305 in tf 0.098 M)^: 0.100 In 0.152 in0.155 in \ We: 0.037 |"":V»J Mu:0.1BO Ir Q -:"" Max:s«.305 In J , \ Max>0.302 In I X Pr2" M»»;,0.17Bln X f"":¥»11" Mta: 0. U:. --"""6560.111 In "" Max: 0.126 In 1,112 In PLATFORM BEAM DISPLACEMENT FOR LIVE LOAD MAX = 0.3 in < 15ft/360 = 0.5 in OK! Y Print Time/Date: 08/01/2010 11:51 STAAD.Pro for Windows 20.07.04.12 Page 71 Print Run 1 of 1 «h»_<BBB Software licensed to wwi Job Title LEGOLAND Job No 16390 Sheet No RartTower-1 Ref Rev1 1 By XY Dat£08-SEP-09 Chd Client CALIFORNIA File 16390 Tower-1-1.std Node Displacements Node 7102 7204 7402 7503 7604 7702 7802 L/C 1 .'DEAD LOAD 2:LIVE LOAD 3:WIND-X 4:WIND-Z 5:EQ-X 6:EQ-Z 7:EQ - DW 1:DEADLOAD 2:LIVE LOAD 3:WIND - X 4:WIND - Z 5:EQ-X 6:EQ-Z 7:EQ - DW 1:DEADLOAD 2:LIVE LOAD 3:WIND - X 4.-WIND - Z 5:EQ-X 6:EQ-Z 7:EQ - DW 1:DEADLOAD 2:LIVE LOAD 3:WIND-X 4:WIND-Z 5:EQ-X 6:EQ-Z 7:EQ - DW 1:DEADLOAD 2:LIVE LOAD 3:WIND-X 4:WIND-Z 5:EQ-X 6:EQ-Z 7:EQ - DW 1:DEADLOAD 2:LIVE LOAD 3:WIND-X 4:WIND-Z 5:EQ-X 6:EQ-Z 7:EQ - DW 1 :DEAD LOAD 2:LIVE LOAD 3:WIND-X X (in) 0.006 0.012 0.141 0.012 0.201 0.018 0.001 0.006 0.012 0.141 0.012 0.207 0.018 0.001 0.005 0.010 0.136 0.000 0.196 -0.000 0.001 0.005 0.010 0.136 0.000 0.196 -0.000 0.001 0.005 0.010 0.136 0.000 0.196 -0.000 0.001 0.005 0.008 0.130 -0.012 0.184 -0.018 0.001 0.005 0.008 0.130 COLUMN DISPLACEMENT AT PLATFORM Y (in) -0.010 -0.006 0.010 0.001 0.017 0.002 -0.002 -0.011 -0.011 -0.009 -0.000 -0.016 -0.001 -0.002 -0.008 -0.007 0.008 0.007 0.014 0.013 -0.001 -0.010 -0.017 -0.009 0.007 -0.014 0.013 -0.002 -0.012 -0.012 -0.000 0.010 0.001 0.018 -0.002 -0.009 -0.005 0.009 -0.008 0.016 -0.015 -0.001 -0.009 -0.007 -0.008 Z (in) -0.005 -0.010 -0.006 0.115 -0.011 0.173 -0.001 -0.004 -0.008 0.000 0.127 0.001 0.191 -0.001 -0.005 -0.010 -0.006 0.115 -0.011 0.173 -0.001 -0.004 -0.008 0.000 0.127 0.001 0.191 -0.001 -0.003 -0.006 0.006 0.139 0.012 0.209 -0.001 -0.005 -0.010 -0.006 0.115 -0.011 0.173 -0.001 -0.004 -0.008 0.000 Resultant (in) 0.012 0.016 0.142 0.116 0.208 0.174 0.002 0.013 0.018 0.142 0.128 0.208 0.192 0.002 0.011 0.016 0.136 0.115 0.196 0.174 0.002 0.012 0.021 0.136 0.127 0.196 0.192 0.002 0.014 0.016 0.136 0.140 0.196 0.210 0.002 0.011 0.013 0.130 0.116 0.185 0.175 0.002 0.011 0.013 0.130 rX (rad) 0.000 0.000 -0.000 0.000 -0.000 0.001 0.000 0.000 0.000 0.000 -0.001 0.000 0.000 0.000 -0.000 -0.000 -0.000 0.000 -0.000 0.000 -0.000 -0.000 -0.000 -0.000 0.001 -0.000 0.001 -0.000 -0.000 -0.000 0.000 0.000 0.000 0.001 -0.000 0.000 0.000 -0.000 0.000 -0.000 0.001 0.000 -0.000 -0.000 0.000 rY (rad) -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 Datemme rj8-Jari-2010 1 1:41 rZ (rad) 0.000 0.000 -0.000 -0.000 -0.001 -0.000 0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 0.000 -0.000 -0.001 -0.000 -0.000 0.000 0.000 -0.001 0.000 -0.001 0.000 0.000 -0.000 -0.000 0.000 -0.000 -0.000 -0.000 -0.000 0.000 0.000 -0.000 0.000 -0.001 0.000 0.000 -0.000 -0.000 -0.000 Print Time/Date: 08/01/2010 11:54 STAAD.Pro for Windows 20.07.04.12 Page 72 Print Run 1 of 2 Software licensed to wwi Job No 16390 Sheet No Rev PartTower-1 Job Title LEGOLAND Ref By Dat£08-SEP-09 Chd Client CALIFORNIA Rle 16390Tower-1-1.std pate/Time Q8-Jan-2010 11:41 Node Displacements Cont...COLUMN DISPLACEMENT AT PLATFORM Node 7902 L/C 4:WIND - Z 5:EQ-X 6:EQ-Z 7:EQ - DW 1: DEAD LOAD 2:LIVE LOAD 3:WIND-X 4:WIND-Z 5:EQ-X 6:EQ-Z 7:EQ - DW X (in) -0.012 0.184 -0.018 0.001 0.005 0.008 0.130 -0.012 0.184 -0.018 0.001 Y (in) -0.006 -0.015 -0.012 -0.001 -0.010 -0.007 -0.001 -0.010 -0.001 -0.019 -0.002 Z (in) 0.127 0.001 0.191 -0.001 -0.003 -0.006 0.006 0.139 0.012 0.209 -0.001 Resultant (in) 0.128 0.185 0.193 0.002 0.012 0.012 0.130 0.140 0.184 0.211 0.002 rX (rad) -0.000 0.000 0.001 -0.000 0.000 0.000 0.000 0.000 0.000 0.001 0.000 rY (rad) -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 rZ (rad) 0.000 -0.001 0.000 -0.000 -0.000 -0.000 -0.000 0.000 -0.001 0.000 -0.000 WIND LOAD COLUMN MAX DISPLACEMENT = 0.14 in SEISMIC LOAD R=1.5 Cd=1.5 COLUMN MAX DISPLACEMENT = 0.21*1.5 = 0.32 in OK! Print Time/Date: 08/01/2010 11:54 STAAD.Pro for Windows 20.07.04.12 Page 73 Print Run 2 of 2 mm^gs-seiSS Software licensed to wwi Job Title LEGOLAND Job No 16390 Sheet No Partlower-1 Ref Rev1 1 By XY Dat£08-SEP-09 Chd Client CALIFORNIA File 16390Tower-1-1.std Node Displacements COLUMN DISPLACEMENT AT ROOF Node 7103 7308 7703 7903 L/C 1:DEADLOAD 2:LIVE LOAD 3:WIND-X 4WIND-Z 5:EQ-X 6:EQ-Z 7:EQ - DW 1. 'DEAD LOAD 2:LIVE LOAD 3:WIND - X 4:WIND - Z 5:EQ-X 6:EQ-Z 7:EQ - DW 1:DEADLOAD 2:LIVE LOAD 3:WIND-X 4:WIND-Z 5:EQ-X 6:EQ-Z 7:EQ - DW 1:DEADLOAD 2:LIVE LOAD 3:WIND - X 4:WIND-Z 5:EQ-X 6.-EQ-Z 7:EQ - DW X (in) -0.001 0.004 0.231 0.014 0.381 0.024 -0.000 -0.002 0.003 0.231 0.014 0,380 0.024 -0.000 0.006 0.011 0.224 -0.014 0.374 -0.022 0.001 0.005 0.009 0.224 -0.014 0.374 -0.022 0.001 Y (in) -0.012 -0.008 0.010 0.002 0.017 0.003 -0.002 -0.018 -0.016 -0.001 0.000 -0.001 0.001 -0.003 -0.010 -0.007 0.009 -0.008 0.016 -0.016 -0.002 -0.012 -0.008 -0.001 -0.010 -0.002 -0.019 -0.002 Z (in) 0.008 0.005 -0.006 0.199 -0.012 0.338 0.001 0.013 0.014 0.006 0.224 0.016 0.381 0.002 0.007 0.003 -0.006 0.199 -0.012 0.338 0.001 0.012 0.012 0.006 0.224 0.016 0.381 0.002 Resultant (in) 0.014 0.010 0.232 0.199 0.381 0.339 0.002 0.022 0.021 0.231 0.224 0.381 0.382 0.004 0.014 0.013 0.224 0.200 0.375 0.339 0.002 0.017 0.018 0.224 0.225 0.375 0.382 0.003 rX (rad) 0.001 0.001 -0.000 0.000 -0.000 0.001 0.000 0.001 0.001 0.000 0.000 0.000 0.001 0.000 -0.001 -0.001 0.000 0.000 0.000 0.001 -0.000 -0.001 -0.001 0.000 0.000 0.000 0.001 -0.000 rY (rad) -0.000 -0.000 -0.000 -0.000 0.002 -0.002 -0.000 -0.000 -0.000 -0.000 -0.000 0.002 0.002 -0.000 -0.000 -0.000 -0.000 -0.000 -0.002 -0.002 -0.000 -0.000 -0.000 -0.000 -0.000 -0.002 0.002 -0.000 Date/Time Q8-Jan-2010 1 1 :41 rZ (rad) -0.001 -0.001 -0.000 -0.000 -0.001 -0.000 -0.000 0.001 0.001 -0.000 -0.000 -0.001 -0.000 0.000 -0.001 -0.001 -0.000 0.000 -0.001 0.000 -0.000 0.001 0.001 -0.000 0.000 -0.001 0.000 0.000 WIND LOAD COLUMN MAX DISPLACEMENT = 0.24 in SEISMIC LOAD R=l . 0 Cd=l . 0 TABULATED VALUE BASED ON R=1.5, SO FOR R=1.0 COLUMN MAX DISPLACEMENT = 0.38 *1.5 =0.57 in OK! Print Time/Date: 08/01/2010 11:55 STAAD.Pro for Windows 20.07.04.12 Page 74 Print Run 1 of 1 MEMBER END FORCE & CONNECTION DESIGN Page 75 ppw"-~ «*» Kn^^dMJi Software licensed tc Job Title LEGOLAND Client CALIFORNIA Job No Sheet No 16390 1 „„, PartTower-1 Ref BV XY DatE08-SEP-09 File 16390Tower-1-1.std Date/Tirr Rev 1 Chd e 08-Jan-2010 11:41 Beam End Force Summary KNEE BRACE END FORCE The signs of the forces at end B of each beam have been reversed. For example: this means that the Min Fx entry gives the largest tension value for an beam. Beam Max Fx 2003 Min Fx 2000 Max Fy 2000 Min Fy 2000 Max Fz 2000 Min Fz 2000 Max MX 2003 Min MX 2002 Max My 2000 Min My 2000 Max Mz 2000 Min Mz 2000 Axial Shear Torsion Bending Node L/C Fx Fy Fz MX My M; (kip) (kip) (kip) (kip'ft) (kip-ft) (kip 7602 35:1,20+1.61+ 14.287 -0.045 -0.000 0.229 0.000 0 133 73:0.90+1. 6W 0.409 0.034 0.000 -0.019 0.000 0 133 53:1.20+1.01+ 3.911 0.088 -0.000 -0.032 0.000 0 7200 53:1.20+1.01+ 4.044 -0.088 -0.000 -0.032 0.000 0 133 50:1.20+1.01+ 4.426 0.052 0.042 0.077 0.000 0 7200 50:1.20+1.01+ 4.602 -0.052 -0.042 0.077 0.000 0 230 34:1,20+1.61+ 14.079 0.045 -0.000 0.235 0.000 0 183 61:1.20+1. OL+ 9.740 0.028 -0.029 -0.255 0.000 0 133 10:1.40 (EQ.K 2.455 0.053 -0.000 -0.016 0.000 0 133 10:1.40 (EQ.K 2.455 0.053 -0.000 -0.016 0.000 0 133 10:1.40 (EQ.K 2.455 0.053 -0.000 -0.016 0.000 0 133 10:1.40 (EQ.K 2.455 0.053 -0.000 -0.016 0.000 0 i ft) 000 000 000 000 000 000 000 000 000 000 000 000 MAX SHEAR =14.3 KIPS PROVIDE 2-3/4" A3 2 5 BOLTS SHEAR CAPACITY =31.8 KIPS Ok! Print Time/Date: 08/01/2010 12:55 STAAD.Pro for Windows 20.07.04.12 Page 76 Print Run 1 of 1 ^ «. fcMjitMMgggiMMHl Software licensed to Job Title LEGOLAND Client CALIFORNIA Job No wwi PartTo Ref By X> File 16 Beam End Force Summary HORIZENTAL BRACE Sheet No Rev 16390 1 1 wer-1 ' Date08_SEP-09 Chd 390Tower-1-1.std Date/Time 08-Jan-2010 11:41 END FORCE The signs of the forces at end B of each beam have been reversed. For example: this means that the Min Fx entry gives the largest tension value for an beam. Beam Max Fx 2111 Min Fx 2111 MaxFy 2101 Min Fy 2101 MaxFz 2114 Min Fz 2104 Max MX 2104 Min MX 2108 Max My 2106 Min My 2104 MaxMz 2104 MinMZ 2100 Axial Shear Node L/C Fx Fy Fz (kip) (kip) (kip) 119 41:1.2D+1.6W 14.712 0.061 0.001 119 70:0.90+1 .6W -14.069 0.045 0.001 7801 10:1.40 (EQ.1f 0.285 0.113 -0.000 7901 10:1.40 (EQ.1C 0.285 -0.113 -0.000 7901 51:1.20+1.01+ 0.848 -0.041 0.148 7502 53:1.2D+1.0L+ 3.954 0.042 -0.150 7502 72:0.90+1 .6W 1.943 0.027 0.001 7602 31:1,20+1.61+ 1.265 0.097 -0.000 119 53:1.20+1.01+ 0.700 -0.069 0.100 118 53:1.20+1.01+ 3.954 -0.069 -0.105 118 52:1.20+1.01+ 4.324 -0.070 0.091 7701 10:1.40 (EQ.1C 0.304 0.043 0.001 MAX SHEAR =14.7 KIPS PROVIDE 2-3/4" A3 2 5 BOLTS SHEAR CAPACITY =31.8 KIPS Ok! Torsion Bending MX My Mz (kip'ft) (kip-ft) (kip'ft) -0.001 -0.004 0.092 0.029 -0.004 0.067 0.008 0.000 0.000 0.008 0.000 0.000 0.039 0.000 0.000 -0.126 0.000 0.000 0.139 0.000 0.000 -0.159 0.000 0.000 0.019 0.920 0.106 -0.126 -0.958 0.101 0.084 0.855 0.108 -0.013 0.000 0.000 Print Time/Date: 08/01/2010 12:57 STAAD.Pro for Windows 20.07.04.12 Page 77 Print Run 1 of 1 Software licensed to wwi Job No 16390 Sheet No Rev Partlower-1 Job Title LEGOLAND Ref By Dat608-SEP-09 Chd Client CALIFORNIA File 16390Tower-1-1.std Date/Time 08-Jan-2010 11:41 Beam End Force Summary X-BRACE END FORCE The signs of the forces at end B of each beam have been reversed. For example: this means that the Min Fx entry gives the largest tension value for an beam. MaxFx Min Fx MaxFy Min Fy MaxFz Min Fz Max MX Min MX Max My Min My MaxMz Min Mz Beam 2208 2202 2213 2213 2215 2215 2201 2201 2200 2200 2200 2200 Node 7200 119 118 7503 7402 120 7500 7500 7700 7700 7700 7700 L/C 40:1. 20+1 .6W 70:0.90+1 .6W 50:1.20+1.01+ 50:1. 20+1. OL+ 50:1.2D+1.0L+ 50:1. 20+1 .OL+ 43:1. 20+1 .6W 72:0.90+1 .6W 10:1.40 (EQ.ie 10:1.40 (EQ.1f 10:1.40 (EQ.1f 10:1. 40 (EQ.K Axial Fx (kip) 43.769 -38.240 -21.430 -21.569 -2.967 -2.783 5.375 -0.940 2.159 2.159 2.159 2.159 Shear Fy (kip) 0.048 -0.036 0.093 -0.093 -0.055 0.055 0.048 0.036 0.057 0.057 0.057 0.057 Fz (kip) -0.000 0.000 0.000 0.000 0.044 -0.044 -0.000 0.000 0.000 0.000 0.000 0.000 Torsion MX (kip-ft) -0.018 -0.005 0.016 0.016 -0.006 -0.006 0.101 -0.091 0.003 0.003 0.003 0.003 Bending My (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Mz (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 AISC341-05-14.4 (R=1.5, OMIGA=1.0) l.)4" STD pipe tension Ry*Fy*Ag = 1.4*42*2.97=172 kips 2.)Max amplified seismic load = 44.Okips*!.0=44.Okips PROVIDE 4-7/8" A325 BOLTS SHEAR CAPACITY =86.4 kips OR 2-1" A325 BOLTS SHEAR CAPACITY =56.6 kips Ok! Print Time/Date: 08/01/2010 12:57 STAAD.Pro for Windows 20.07.04.12 Page 78 Print Run 1 of 1 Software licensed to wwi Job No 16390 Sheet No Rev partTower-1 Job Title LEGOLAND Ref By Dat£08-SEP-09 Chd Client CALIFORNIA Rle 16390Tower-1-1.std 08-Jan-2010 11:41 Beam End Force Summary STAIR KNEE BRACE BEAM END FORCE The signs of the forces at end B of each beam have been reversed. For example: this means that the Min Fx entry gives the largest tension value for an beam. MaxFx Min Fx MaxFy MinFy MaxFz Min Fz Max MX Min MX Max My Min My MaxMz Min Mz Beam 3504 3505 3504 3501 3502 3504 3504 3503 3502 3504 3505 3504 Node 7603 229 7603 7305 7306 7603 7603 184 184 229 230 229 L/C 70:0.90+1. 6W 31:1,2D+1.6L+ 30:1, 20+1. 6L+ 58:1. 20+1 .OL+ 53:1.20+1.01+ 52:1.20+1.01+ 52:1. 20+1 .OL+ 61:1. 20+1 .OL+ 53:1.20+1.01+ 52:1.20+1.01+ 41:1. 20+1 .6W 30:1,20+1.61+ Axial Fx (kip) 5.582 -9.514 -4.064 -2.988 -2.762 -3.909 -3.909 -4.889 -2.762 -3.909 -6.094 -4.064 Shear Fy (kip) 4.378 -3.189 9.668 -4.320 7.981 7.948 7.948 -1.606 7.921 7.888 -2.870 9.615 Fz (kip) -0.193 -0.429 -0.495 -0.167 1.646 -0.856 -0.856 0.024 1.621 -0.831 -0.039 -0.495 Torsion MX (kip-ft) 0.005 0.011 0.012 0.002 -0.006 0.015 0.015 -0.009 -0.006 0.015 0.001 0.012 Bending My (kip-ft) 0.000 0.932 0.000 0.000 0.000 0.000 0.000 0.623 3.267 -1.687 -0.120 -0.990 Mz (kip-ft) 0.000 -13.173 0.000 0.000 0.000 0.000 0.000 -8.919 -15.902 -15.836 5.846 -19.283 MAX SHEAR = 10. KIPS PROVIDE 2-3/4" A325 BOLTS MIN. SHEAR CAPACITY =31.8 KIPS Ok! Print Time/Date: 08/01/2010 12:58 STAAD.Pro for Windows 20.07.04.12 Page 79 Print Run 1 of 1 •H^^^pi^^*j| 1I|J11P"^^M Part~T|- %H._........*aigl|IMI Software licensed to wwi ' L Job Title LEGOLAND Ref By X^ Client CALIFORNIA File 1C Sheet No Rev 16390 1 1 >wer-1 < Dat£08-SEP-09 Chd 390 Tower-1 -1 .std Date/Time o8-Jan-201 0 1 1 :41 Beam End Force Summary STAIR SUPPORT BEAM wi2X30 END FORCE The signs of the forces at end B of each beam have been reversed. For example: this means that the Min Fx entry gives the largest tension value for an beam. Axial Shear Beam Node L/C Fx Fy Fz (kip) (kip) (kip) MaxFx 3406 7203 41:1.20+1 .6W 14.946 4.900 -0.034 MinFx 3406 7203 70:0.90+1. 6W -1*277 0.330 0.392 MaxFy 3406 7203 61:1.2D+1.0L+ 7.465 9.186 0.589 Min Fy 3401 7501 32:1,2D+1.6L+ -0.395 -18.532 -2.993 MaxFz 3406 7203 59:1. 20+1 .OL+ -4.968 6.415 0.816 Min Fz 3401 69 33:1,2D+1.6L+ -4.498 -17.462 -3.127 Max MX 3401 69 35:1,2D+1.6L+ -4.108 -17.602 -3.112 Min MX 3410 134 51:1.2D+1.0L+ -1.844 -1.097 0.092 Max My 3401 69 33:1,2D+1.6L+ -4.498 -17.462 -3.127 Min My 3400 70 81:0.9D+1.0E ( -0.537 1.628 -0.294 MaxMz 3404 71 65:1.2D+1.0L+ 6.666 1.918 -0.151 MinMz 3400 70 32:1, 20+1 .6L+ -2.680 6.770 0.091 MAX SHEAR = 20 KIPS PROVIDE 3-3/4" A3 2 5 BOLTS SHEAR CAPACITY =47.7 KIPS Ok! Torsion Bending MX My Mz (kip'ft) (kip'ft) (kip-ft) -0.001 0.000 0.000 -0.014 0.000 0.000 -0.016 0.000 0.000 0.068 0.000 0.000 -0.021 0.000 0.000 0.071 6.254 -34.995 0.071 6.225 -35.275 -0.035 -0.217 -2.277 0.071 6.254 -34.995 -0.002 -2.886 -14.043 0.016 0.846 3.251 -0.029 0.725 -55.309 Print Time/Date: 08/01/2010 12:59 STAAD.Pro for Windows 20.07.04.12 Page 80 Print Run 1 of 1 "iS^Bur^^^H ma^—±a^jff§L Software licensed to wwi Job Title UEGOLAND Client CALIFORNIA Job No Sheet No Rev 16390 1 1 Partlower-1 Ref By XY Date08-SEP-09 Chd File 1 6390 Tower-1 -1 .std Date/Time o8-Jan-201 0 1 1 :41 Beam End Force Summary PLATFORM BEAM wiox22 END FORCE The signs of the forces at end B of each beam have been reversed. For example: this means that the Mm Fx entry gives the largest tension value for an beam. Axial Shear Beam Node L/C Fx Fy Fz (kip) (kip) (kip MaxFx 3101 7402 43:1.2D+1.6W 1.792 2.490 0. MinFx 3101 7402 42:1.2D+1.6W -1.792 2.490 -0. MaxFy 3102 7204 20:1.2D+1.6L( 0.000 M48 -0. MinFy 3102 7503 20:1.2D+1.6L ( 0.000 -8.448 -0. MaxFz 3101 7402 40M.2D+1.6W 0.000 2.490 3. MinFz 3101 7402 41:1.2D+1.6W 0.000 2.490 -3. Max MX 3100 7102 41:1.2D+1.6W 0.000 1.925 -1. Min MX 3101 7402 41:1.2D+1.6W 0.000 2.490 -3. Max My 3114 253 41:1.2D+1.6W 0.000 1.599 -2. Min My 3114 253 40:1.2D+1.6W 0.000 1.593 2. MaxMz 3100 7102 53:1.2D+1.0L+ 0.903 5.022 0. MinMz 3104 263 35:1,2D+1.6L+ 0.000 0.563 -0. MAX SHEAR =8.5 KIPS PROVIDE 2-3/4" A3 2 5 BOLTS MIN SHEAR CAPACITY =31.8 KIPS Ok! Torsion Bending MX My Mz ) (kip-ft) (kip-ft) (kip-ft) 000 -0.000 0.000 0.000 000 -0.000 0.000 0.000 000 -0.000 0.000 0.000 000 -0.000 0.000 0.000 664 0.001 0.000 0.000 664 -0.002 0.000 0.000 872 0.002 4.680 4.660 664 -0.002 0.000 0.000 877 -0.002 7.433 -1.631 877 0.002 -7.433 -1.709 000 0.001 0.000 17.559 125 0.001 -0.160 -16.857 Print Time/Date: 08/01/2010 12:59 STAAD.Pro for Windows 20.07.04.12 Page 81 Print Run 1 of 1 §""» Job No 3nijriBH Software licensed to wwi ' C Job Title LEGOLAND Ref By x> Client CALIFORNIA File 1C Sheet No Rev 16390 1 1 >wer-1 < Date08-SEP-09 Chd 390 Tower-1 -1 .std Date/Time o8-Jan-201 0 1 1 :41 Beam End Force Summary PLATFORM BEAM wi2xso END FORCE The signs of the forces at end B of each beam have been reversed. For example: this means that the Min Fx entry gives the largest tension value for an beam. Axial Shear Beam Node L/C Fx Fy Fz (kip) (kip) (kip) MaxFx 3200 239 50:1.2D+1.0L+ 0.112 6.822 -0.000 MinFx 3200 7102 50:1.2D-H.OL+ -0.112 7.369 -0.000 MaxFy 3201 7204 20:1.2D+1.6L ( 0.000 9.16? -0.000 Min Fy 3205 7802 31:1,2D+1.6L+ 0.000 -9.167 0.000 MaxFz 3200 239 42:1.2D+1.6W 0.000 2.688 0.778 MinFz 3205 248 42:1.2D+1.6W 0.000 -2.688 -0.778 Max MX 3201 7204 43:1.2D+1.6W 0.000 3.167 0.470 Min MX 3200 7102 43:1.2D+1.6W 0.000 3.167 0.470 Max My 3200 239 42:1.2D+1.6W 0.000 2.688 0.778 Min My 3200 239 43:1.2D+1.6W 0.000 2.688 -0.778 MaxMz 3200 7102 10:1.40 (EQ.K 0.000 3.695 0.000 Min Mz 3210 242 20:1.2D+1.6L ( 0.000 -0.240 -0.000 MAX SHEAR = 9.2 KIPS PROVIDE 3-3/4" A3 2 5 BOLTS SHEAR CAPACITY =47.7 KIPS Ok! Torsion Bending MX My Mz (kip'ft) (kip'ft) (kip'ft) -0.001 -0.000 -35.480 -0.001 0.000 0.000 0.000 0.000 0.000 0.002 0.000 0.000 0.004 0.771 -14.637 0.003 0.771 -14.637 0.005 0.000 0.000 -0.005 0.000 0.000 0.004 0.771 -14.637 -0.005 -0.771 -14.637 -0.000 0.000 0.000 0.000 0.000 -44.638 Print Time/Date: 08/01/2010 13:00 STAAD.Pro for Windows 20.07.04.12 Page 82 Print Run 1 of 1 f*~ _~*> Job No Sheet No W^SA 16390 1 4M— — Mirffli Software licensed to wwi PartTower-1 Rev 1 Job Title LEGOLAND Ref BV XY Date08-SEP-09 Client CALIFORNIA File 1 6390 Tower-1 -1 .std Date/Tinl Beam End Force Summary PLATFORM BEAM W14X34 END FORCE Chd e 08-Jan-2010 11:41 The signs of the forces at end B of each beam have been reversed. For example: this means that the Min Fx entry gives the largest tension value for an beam. Axial Shear Torsion Bending Beam Node L/C Fx Fy Fz MX My M. (kip) (kip) (kip) (kip'ft) (kip-ft) (kip MaxFx 3300 243 50:1. 20+1 .OL+ 0.048 13.214 -0.000 -0.002 0.000 -66 MinFx 3300 7402 50:1.20+1.01+ -0.048 13.447 -0.000 -0.002 0.000 0 MaxFy 3300 7402 20:1.2D+1.6L ( 0.000 17.202 -0.000 -0.002 0.000 0 Min Fy 3305 7604 32:1,20+1.61+ 0.000 -17.202 0.000 0.000 0.000 0 MaxFz 3300 243 52:1.20+1.01+ 0.000 13.214 0.059 -0.004 0.059 -66 Min Fz 3303 244 52:1.20+1.01+ 0.000 -13.214 -0.059 -0.004 0.059 -66 Max MX 3300 7402 73:0.90+1 .6W 0.000 3.902 0.000 0.002 0.000 0 Min MX 3300 7402 52:1. 20+1 .OL+ 0.000 13.447 -0.036 -0.004 0.000 0 Max My 3300 243 52:1.20+1.01+ 0.000 13.214 0.059 -0.004 0.059 -66 Min My 3300 243 53:1.20+1.01+ 0.000 13.214 -0.059 0.001 -0.059 -66 MaxMz 3300 7402 10:1.40 (EQ.K 0.000 6.069 -0.000 -0.001 0.000 0 MinMz 3305 246 32:1,20+1.61+ 0.000 -16.999 0.000 0.000 -0.000 -85 MAX SHEAR =17.2 KIPS PROVIDE 3-3/4" A3 2 5 BOLTS SHEAR CAPACITY =47.7 KIPS Ok! E ft) 653 .000 .000 .000 .653 .653 .000 .000 653 653 .000 .503 \ Print Time/Date: 08/01/2010 13:00 STAAD.Pro for Windows 20.07.04.12 Page 83 Print Run 1 of 1 Software licensed to mvi Job No 16390 Sheet No Rev PartTower-1 Job Title LEGOLAND Ref By Date08-SEP-09 Chd Client CALIFORNIA Rle 16390Tower-1-1.std Date/rime o8-Jan-2010 11:41 Beam End Forces ROOF BEAM W14X34 TO COLUMN Sign convention is as the action of the joint on the beam. Beam 3602 Node 7308 7903 L/C 1:DEADLOAD 2:LIVE LOAD 3:WIND-X 4:WIND-Z 5:EQ-X 6:EQ-Z 7:EQ-DW 1:DEADLOAD 2:LIVE LOAD 3:WIND-X 4:WIND-Z 5:EQ-X 6:EQ-Z 7:EQ - DW Axial Fx (kip) 1.119 1.187 -0.005 -0.134 -0.094 -0.520 0.190 -1.119 -1.187 0.005 0.134 0.094 -0.051 -0.190 Shear Fy (kip) 2.146 2.198 -0.001 -0.349 -0.007 -0.630 0.364 2.233 2.302 0.001 0.349 0.007 0.630 0.379 Fz (kip) 0.001 0.002 0.001 -0.001 1.233 -0.104 0.000 -0.001 -0.002 -0.001 0.001 1.228 0.104 -0.000 Torsion MX (kip-ft) -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Bending My (kip-ft) -0.020 -0.024 -0.009 0.009 -5.675 1.555 -0.003 -0.020 -0.024 -0.009 0.009 5.600 1.555 -0.003 Mz (kip-ft) 7.259 7.402 -0.025 -5.412 -0.098 -9.756 1.232 -8.554 -S.S47 -0.013 -5.058 -0.124 -9,137 -1.453 FOR BEAM TO COLUMN MOMENT CONNECTION TABULATED VALUE BASED ON R=1.5, FOR MOMENT FRAME, R=1.0, SEISMIC EFFECT SHOULD MULTIPLY BY 1.5 LOAD COMBO 51- 1.2DL+1.OLL+1.OEQ-X+1.OEQ-DW MOMENT MDL =8.6 kip*ft MLL = 9 kip*ft MEQ-Z = 10 kip*ft*1.5=15 MEQ-DW =1.5 kip*ft*1.5=2.25 REQUIRED MOMENT STRENGTH = 1.2*8.6+9+15+2.25 = 36.6 kip*ft Print Time/Date: 08/01/2010 13:05 STAAD.Pro for Windows 20.07.04.12 Page 84 Print Run 1 of 1 I • REACTIONS AND LOADING TABLE Page 85 itMMMMMMriAMi Software licensed to wwi Job Title LEGOLAND Job No 16390 Sheet No Rev1 1 Partlower-1 Ref By XY Dat£08-SEP-09 Chd Client CALIFORNIA File 16390 Tower-1-1.std Date/Time Q8-Jan-2010 11:41 Reactions Node 1 L/C 1:DEADLOAD 2:LIVE LOAD 3:WIND-X 4:WIND-Z 5:EQ-X 6:EQ - Z 7:EQ - DW 10:1.40 (EQ.ie 20:1.2D+1.6L( 30:1, 20+1. 6L+ 31:1, 20+1. 6L+ 32:1, 20+1. 6L+ 33:1, 20+1. 6L+ 34:1, 20+1. 6L+ 35:1, 20+1 .6L+ 36:1, 20+1 .6L+ 37:1,2D+1.6L+ 40:1.2D+1.6W 41:1.2D+1.6W 42:1.2D+1.6W 43:1.2D+1.6W 44:1. 20+1 .6W 45:1.2D+1.6W 46:1.2D+1.6W 47:1. 20+1 .6W 50:1. 20+1. OL+ 51:1.2D+1.0L+ 52:1. 20+1 .OL+ 53:1.2D+1.0L+ 54:1. 20+1 .OL+ 55:1.2D-H.OL+ 56:1. 20+1. OL+ 57:1.2D+1.0L+ 58:1.2D+1.0L+ 59:1.2D+1.0L+ 60:1.2D+1.0L+ 61:1. 20+1. OL+ 62:1.2D-H.OL+ 63:1.2D+1.0L+ 64:1. 20+1 .OL+ 65:1. 20+1. OL+ 70:0.90+1. 6W 71:0.9D+1.6W 72:0.90+1 .6W Horizontal FX (kip) 0.137 0.219 -0.144 -0.082 -0.301 -0.015 0.023 0.192 0.516 0.478 0.554 0.494 0.537 0.470 0.503 0.528 0.561 -0.067 0.395 0.033 0.295 -0.107 0.089 0.238 0.436 0.106 0.709 0.391 0.423 0.059 0.661 0.344 0.376 0.169 0.193 0.621 0.645 0.122 0.146 0.574 0.598 -0.108 0.354 -0.009 Vertical FY (kip) 1.197 2.641 -0.089 -0.200 0.159 -0.045 0.203 1.675 5.658 5.635 5.681 5.606 5.710 5.600 5.680 5.636 5.716 1.294 1.578 1.115 1.756 1.089 1.569 1.302 1.783 4.437 4.120 4.230 4.328 4.031 3.714 3.824 3.921 4.361 4.434 4.123 4.196 3.955 4.028 3.717 3.790 0.935 1.219 0.756 Horizontal FZ (kip) -0.017 -0.025 0.005 0.005 0.037 -0.104 -0.003 -0.024 -0.061 -0.060 -0.063 -0.060 -0.063 -0.059 -0.061 -0.061 -0.063 -0.013 -0.029 -0.012 -0.029 -0.009 -0.022 -0.020 -0.033 -0.012 -0.086 -0.153 0.055 -0.006 -0.080 -0.147 0.061 -0.100 0.056 -0.154 0.001 -0.094 0.062 -0.148 0.007 -0.008 -0.023 -0.007 Moment MX (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MY (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MZ (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Print Time/Date: 08/01/2010 14:29 STAAD.Pro for Windows 20.07.04.12 Page 86 Print Run 1 of 23 «*__!»••• Software licensed to wwi Job Title LEGOLAND Job No 16390 Sheet No Rev 2 1 RartTower-1 Ref By XY Dat£08-SEP-09 Chd Client CALIFORNIA File 16390 Tower-1-1.std Date/Time Q8-Jan-2010 11:41 Reactions Cont... Node 2 L/C 73:0.90+1 .6W 74:0.90+1 .6W 75:0.90+1 .6W 76:0.90+1 .6W 77:0.90+1 .6W 80:0.90+1 .OE( 81:0.9D+1.0E( 82:0.90+1 .OE( 83:0.90+1. OE( 84:0.90+1. OE( 85:0.90+1 .OE( 86:0.90+1 .OE( 87:0.90+1 .OE( 88:0.90+1 .OE( 89:0.90+1 .OE( 90:0.90+1 .OE( 91:0.9D+1.0E( 92:0.90+1 .OE( 93:0.90+1 .OE( 94:0.90+1 .OE( 95:0.90+1 .OE( 1:DEAD LOAD 2:LIVE LOAD 3:WIND-X 4:WIND-Z 5:EQ-X 6:EQ-Z 7:EQ - DW 10:1.40 (EQ.1f 20:1. 20+1. 6L( 30:1, 20+1. 6L+ 31:1, 20+1. 6L+ 32:1, 20+1. 6L+ 33:1, 20+1. 6L+ 34:1, 20+1. 6L+ 35:1, 20+1. 6L+ 36:1, 20+1. 6L+ 37:1, 20+1. 6L+ 40:1. 20+1. 6W 41:1. 20+1. 6W 42:1. 20+1. 6W 43:1. 20+1. 6W 44:1. 20+1 .6W 45:1.2D+1.6W Horizontal FX (kip) 0.254 -0.148 0.048 0.197 0.395 -0.154 0.448 0.131 0.162 -0.201 0.401 0.084 0.115 -0.091 -0.068 0.361 0.384 -0.138 -0.114 0.314 0.337 0.071 0.125 -0.130 -0.019 -0.190 -0.019 0.012 0.099 0.287 0.252 0.321 0.282 0.291 0.257 0.264 0.309 0.317 -0.124 0.294 0.055 0.115 -0.094 -0.049 Vertical FY (kip) 1.397 0.730 1.211 0.943 1.424 1.439 1.122 1.234 1.327 1.032 0.715 0.828 0.920 1.365 1.434 1.127 1.196 0.958 1.027 0.720 0.789 1.040 2.371 -0.080 -0.056 0.215 -0.089 0.177 1.455 5.036 5.016 5.057 5.022 5.051 5.009 5.031 5.041 5.063 1.120 1.375 1.157 1.337 1.084 1.219 Horizontal FZ (kip) -0.024 -0.004 -0.016 -0.015 -0.028 0.018 -0.055 -0.123 0.085 0.024 -0.049 -0.117 0.091 -0.069 0.087 -0.124 0.032 -0.063 0.093 -0.118 0.038 -0.018 -0.025 0.005 0.005 0.037 -0.104 -0.003 -0.025 -0.062 -0.060 -0.063 -0.060 -0.063 -0.059 -0.062 -0.061 -0.064 -0.014 -0.029 -0.013 -0.030 -0.009 -0.022 Moment MX (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MY (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MZ (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Print Time/Date: 08/01/2010 14:29 STAAD.Pro for Windows 20.07.04.12 Page 87 Print Run 2 of 23 mtm.^0#HJJ£tm Software licensed to wwi Job Title LEGOLAND Job No 16390 Sheet No Rev 3 1 partTower-1 Ret By XY Dat£08-SEP-09 Chd Client CALIFORNIA File 16390 Tower-1-1.std Date/Time Q8-Jan-2010 11:41 Reactions Cont... Node 3 L/C 46:1. 20+1 .6W 47:1.2D+1.6W 50:1. 20+1 .OL+ 51.-1.2D+1.0L+ 52:1. 20+1. OL+ 53:1. 20+1 .OL+ 54:1. 20+1 .OL+ 55:1.2D+1.0L+ 56:1. 20+1 .OL+ 57:1. 20+1 .OL+ 58:1. 20+1 .OL+ 59:1. 20+1 .OL+ 60:1. 20+1. OL+ 61:1. 20+1. OL+ 62:1. 20+1. OL+ 63:1. 20+1 .OL+ 64:1. 20+1 .OL+ 65:1. 20+1 .OL+ 70:0.90+1. 6W 71:0.9D+1.6W 72:0.90+1. 6W 73:0.90+1 .6W 74:0.90+1 .6W 75:0.90+1 .6W 76:0.90+1. 6W 77:0.90+1 .6W 80:0.90+1. OE( 81:0.9D+1.0E( 82:0.90+1 .OE( 83:0.90+1 .OE( 84:0.90+1 .OE( 85:0.90+1 .OE( 86:0.90+1 .OE( 87:0.90+1. OE( 88:0.90+1 .OE( 89:0.90+1 .OE( 90:0.90+1 .OE( 91:0.9D+1.0E( 92:0.90+1. OE( 93:0.90+1. OE( 94:0.90+1. OE( 95:0,90+1. OE( 1:DEADLOAD 2:LIVE LOAD Horizontal FX (kip) 0.218 0.264 0.032 0.414 0.203 0.242 0.008 0.389 0.179 0.218 0.065 0.094 0.351 0.381 0.041 0.070 0.327 0.356 -0.145 0.272 0.033 0.094 -0.116 -0.071 0.197 0.243 -0.115 0.266 0.056 0.095 -0.139 0.242 0.032 0.071 -0.082 -0.053 0.204 0.233 -0.106 -0.077 0.180 0.209 0.004 0.010 Vertical FY (kip) 1.275 1.411 4.008 3.577 3.707 3.879 3.655 3.225 3.354 3.526 3.890 4.019 3.567 3.696 3.537 3.666 3.214 3.343 0.808 1.063 0.846 1.026 0.773 0.907 0.964 1.099 1.328 0.897 1.024 1.200 0.974 0.544 0.671 0.847 1.208 1.340 0.885 1.017 0.854 0.987 0.531 0.664 1.101 2.343 Horizontal FZ (kip) -0.020 -0.033 -0.013 -0.086 -0.153 0.055 -0.007 -0.080 -0.147 0.061 -0.100 0.056 -0.155 0.001 -0.094 0.062 -0.149 0.007 -0.008 -0.024 -0.007 -0.024 -0.004 -0.017 -0.015 -0.028 0.018 -0.056 -0.123 0.085 0.024 -0.050 -0.117 0.091 -0.069 0.087 -0.124 0.031 -0.063 0.093 -0.118 0.037 -0.011 -0.025 Moment MX (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MY (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MZ (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Print Time/Date: 08/01/2010 14:29 STAAD.Pro for Windows 20.07.04.12 Page 88 Print Run 3 of 23 im——-a*iFi Software licensed to wwi Job Title LEGOLAND Job No 16390 Sheet No Rev 4 1 partTower-1 Ref By XY Date08-SEP-09 Chd Client CALIFORNIA Rle 16390 Tower-1-1.std Date/Time o8-Jan-2010 11:41 Reactions Cont... Node L/C 3:WIND - X 4:WIND-Z 5:EQ-X 6:EQ-Z 7:EQ - DW 10:1.4D(EQ.1( 20:1.2D+1.6L( 30:1, 20+1 .6L+ 31:1,20+1.61+ 32:1, 20+1 .6L+ 33:1, 20+1 .6L+ 34:1, 20+1 .6L+ 35:1, 20+1. 6L+ 36:1,2D+1.6L+ 37:1,20+1.61+ 40:1. 20+1 .6W 41:1. 20+1 .6W 42:1. 20+1 .6W 43:1. 20+1 .6W 44:1. 20+1 .6W 45:1. 20+1 .6W 46:1. 20+1 .6W 47:1. 20+1 .6W 50:1.2D+1.0L+ 51:1. 20+1 .OL+ 52:1. 20+1. OL+ 53:1. 20+1. OL+ 54:1.20+1.01+ 55:1.20+1.01+ 56:1.20+1.01+ 57:1. 20+1 .OL+ 58:1. 20+1 .OL+ 59:1. 20+1 .OL+ 60:1. 20+1 .OL+ 61:1. 20+1 .OL+ 62:1.20+1.01+ 63:1. 20+1. OL+ 64:1. 20+1 .OL+ 65:1.20+1.01+ 70:0.90+1. 6W 71:0.9D+1.6W 72:0.90+1. 6W 73:0.90+1. 6W 74:0.90+1 .6W Horizontal FX (kip) -1.200 -0.008 -0.425 0.004 0.001 0.005 0.021 -0.289 0.332 0.019 0.023 -0.219 -0.216 0.258 0.262 -1.913 1.923 -0.009 0.018 -1.442 -1.425 1.432 1.454 -0.406 0.437 0.020 0.011 -0.407 0.436 0.019 0.009 -0.297 -0.304 0.335 0.328 -0.298 -0.306 0.334 0.327 -1.914 1.922 -0.010 0.016 -1.444 Vertical FY (kip) 0.094 -0.033 0.040 -0.072 0.187 1.542 5.065 5.087 5.043 5.057 5.073 5.075 5.088 5.042 5.054 1.467 1.174 1.270 1.373 1.391 1.471 1.173 1.249 3.886 3.811 3.778 3.920 3.513 3.437 3.405 3.546 3.824 3.930 3.768 3.874 3.450 3.557 3.394 3.500 1.138 0.843 0.939 1.043 1.062 Horizontal FZ (kip) -0.001 -0.031 -0.001 -0.049 -0.002 -0.016 -0.053 -0.054 -0.053 -0.062 -0.045 -0.060 -0.047 -0.060 -0.047 -0.015 -0.012 -0.064 0.037 -0.052 0.024 -0.050 0.025 -0.041 -0.040 -0.090 0.010 -0.037 -0.036 -0.086 0.013 -0.078 -0.003 -0.077 -0.002 -0.074 0.000 -0.073 0.001 -0.011 -0.009 -0.060 0.040 -0.049 Moment MX (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MY (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MZ (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Print Time/Date: 08/01/2010 14:29 STAAD.Pro for Windows 20.07.04.12 Page 89 Print Run 4 of 23 a " j*iH Software licensed to wwi Job Title LEGOLAND Job No 16390 Sheet No Rev 5 1 Partlower-1 Ref By XY Datt08-SEP-09 Chd Client CALIFORNIA File 16390 Tower-1-1.std Date/Time 08-Jan-2010 11:41 Reactions Cont... Node 4 L/C 75:0.90+1 .6W 76:0.90+1 .6W 77:0.90+1. 6W 80:0.90+1 .OE( 81:0.9D+1.0E( 82:0.9D+1.0E( 83:0.90+1 .OE( 84:0.90+1. OE( 85:0.90+1. OE( 86:0.90+1 .OE( 87:0.90+1 .OE( 88:0.90+1 .OE( 89:0.90+1. OE( 90:0.90+1. OE( 91:0.9D+1.0E( 92:0.90+1. OE( 93:0.90+1 .OE( 94:0.90+1 .OE( 95:0.90+1 .OE( 1 :DEAD LOAD 2:LIVE LOAD 3:WIND-X 4:WIND-Z 5:EQ-X 6:EQ-Z 7:EQ - DW 10:1.4D(EQ.1C 20:1. 20+1 .6L( 30:1,2D+1.6L+ 31:1, 20+1. 6L+ 32:1, 20+1. 6L+ 33:1, 20+1 .6L+ 34:1, 20+1 .6L+ 35:1,20+1.61+ 36:1, 20+1. 6L+ 37:1,2D+1.6L+ 40:1.2D+1.6W 41:1. 20+1 .6W 42:1. 20+1. 6W 43:1. 20+1 .6W 44:1. 20+1 .6W 45:1. 20+1. 6W 46:1.2D+1.6W 47:1. 20+1 .6W Horizontal FX (kip) -1 .427 1.431 1.453 -0.420 0.428 0.008 -0.000 -0.421 0.427 0.007 -0.002 -0.310 -0.317 0.325 0.319 -0.312 -0.319 0.324 0.318 0.002 0.010 -1.200 -0.008 -0.425 0.004 0.000 0.003 0.019 -0.291 0.330 0.017 0.021 -0.221 -0.218 0.257 0.260 -1.914 1.921 -0.010 0.016 -1.444 -1.427 1.430 1.452 Vertical FY (kip) 1.142 0.842 0.918 1.218 1.139 1.107 1.250 0.843 0.764 0.733 0.875 1.154 1.261 1.096 1.202 0.780 0.887 0.721 0.828 1.224 2.556 -0.172 -0.093 -0.063 -0.180 0.208 1.714 5.554 5.512 5.596 5.530 5.578 5.503 5.540 5.568 5.605 1.197 1.738 1.320 1.618 1.154 1.377 1.559 1.784 Horizontal FZ (kip) 0.027 -0.047 0.029 -0.013 -0.011 -0.062 0.038 -0.009 -0.007 -0.058 0.041 -0.050 0.025 -0.049 0.026 -0.046 0.029 -0.045 0.030 -0.013 -0.027 0.004 -0.031 -0.004 -0.050 -0.002 -0.018 -0.059 -0.058 -0.060 -0.067 -0.051 -0.065 -0.052 -0.066 -0.054 -0.009 -0.022 -0.065 0.035 -0.048 0.028 -0.058 0.018 Moment MX (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MY(kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MZ(kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Print Time/Date: 08/01/2010 14:29 STAAD.Pro for Windows 20.07.04.12 Page 90 Print Run 5 of 23 r'jjI^^H « __^j^H Software licensed to wwi Job Title LEGOLAND Job No 16390 Sheet No Rev 6 1 Partlower-1 Ref By XY Dat£08-SEP-09 Chd Client CALIFORNIA File 16390 Tower-1-1.std Date/Time 08-Jan-2010 11:41 Reactions Cont... Node 7100 L/C 50:1. 20+1 .OL+ 51:1.2D+1.0L+ 52:1. 20+1 .OL+ 53:1. 20+1. OL+ 54:1. 20+1 .OL+ 55:1. 20+1 .OL+ 56:1.2D+1.0L+ 57:1. 20+1. OL+ 58:1.2D+1.0L+ 59:1. 20+1. OL+ 60:1. 20+1 .OL+ 61:1. 20+1 .OL+ 62:1. 20+1 .OL+ 63:1. 20+1 .OL+ 64:1. 20+1 .OL+ 65:1. 20+1 .OL+ 70:0.90+1 .6W 71:0.9D+1.6W 72:0.90+1 .6W 73:0.90+1 .6W 74:0.90+1 .6W 75:0.90+1 .6W 76:0.90+1 .6W 77:0.9D+1.6W 80:0.90+1 .OE( 81:0.9D+1.0E( 82:0.90+1 .OE( 83:0.90+1 .OE( 84:0.90+1 .OE( 85:0.90+1 .OE( 86:0.90+1 .OE( 87:0.90+1 .OE( 88:0.90+1. OE( 89:0.90+1 .OE( 90:0.90+1 .OE( 91:0.9D+1.0E( 92:0.90+1 .OE( 93:0.90+1 .OE( 94:0.90+1 .OE( 95:0.90+1 .OE( 1:DEADLOAD 2:LIVE LOAD 3:WIND-X 4:WIND-Z Horizontal FX (kip) -0.408 0.435 0.018 0.009 -0.409 0.435 0.017 0.008 -0.299 -0.306 0.333 0.326 -0.300 -0.307 0.332 0.326 -1.916 1.921 -0.011 0.015 -1.445 -1.428 1.430 1.452 -0.421 0.426 0.007 -0.002 -0.422 0.426 0.006 -0.003 -0.312 -0.319 0.323 0.317 -0.313 -0.320 0.323 0.317 1.194 0.598 -16.016 -1.013 Vertical FY (kip) 4.170 4.292 4.051 4.411 3.755 3.876 3.636 3.996 4.051 4.320 4.141 4.412 3.635 3.905 3.726 3.996 0.829 1.372 0.953 1.251 0.786 1.009 1.192 1.417 1.248 1.372 1.130 1.490 0.831 0.956 0.714 1.074 1.128 1.398 1.221 1.492 0.712 0.982 0.805 1.076 14.563 8.353 -32.303 -3.245 Horizontal FZ (kip) -0.049 -0.040 -0.096 0.006 -0.045 -0.036 -0.091 0.010 -0.086 -0.010 -0.080 -0.003 -0.082 -0.006 -0.075 0.001 -0.005 -0.018 -0.062 0.039 -0.044 0,031 -0.054 0.021 -0.018 -0.009 -0.064 0.037 -0.014 -0.005 -0.060 0.041 -0.055 0.021 -0.048 0.028 -0.050 0.025 -0.044 0.032 -0.018 -0.037 -0.004 -1.969 Moment MX (tcip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MY (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MZ (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Print Time/Date: 08/01/2010 14:29 STAAD.Pro for Windows 20.07.04.12 Page 91 Print Run 6 of 23 •»8i«__jaigiB| Software licensed to wwi Job Title LEGOLAND Job No 16390 Sheet No Rev 7 1 Partlower-1 Ref By XY Dat£08-SEP-09 Chd Client CALIFORNIA File 16390 Tower-1-1.std Date/Time o8-Jan-2010 11:41 Reactions Cont... Node L/C 5:EQ-X 6:EQ-Z 7:EQ - DW 10:1.40 (EQ.U 20:1. 20+1 .6L( 30:1,2D+1.6L+ 31:1,20+1.61+ 32:1, 20+1 .6L+ 33:1, 20+1. 6L+ 34:1,20+1.61+ 35:1,20+1.61+ 36:1,20+1.61+ 37:1,20+1.61+ 40:1. 20+1. 6W 41:1. 20+1. 6W 42:1. 20+1. 6W 43:1. 20+1. 6W 44:1. 20+1. 6W 45:1. 20+1. 6W 46:1. 20+1 .6W 47:1.2D+1.6W 50:1.2D+1.0L+ 51:1.2D+1.0L+ 52:1.20+1.01+ 53:1.20+1.01+ 54:1.2D+1.0L+ 55:1. 20+1 .OL+ 56:1. 20+1. OL+ 57:1.20+1.01+ 58:1.20+1.01+ 59:1.20+1.01+ 60:1.20+1.01+ 61:1.20+1.01+ 62:1.20+1.01+ 63:1.20+1.01+ 64:1. 20+1 .OL+ 65:1. 20+1. OL+ 70:0.90+1. 6W 71:0.9D+1.6W 72:0.90+1. 6W 73:0.90+1. 6W 74:0.90+1 .6W 75:0.90+1 .6W 76:0.90+1 .6W Horizontal FX (kip) -17.088 -1 .436 0.203 1.672 2.391 -1.783 6.562 2.124 2.658 -1.025 -0.614 5.394 5.804 -24.237 27.018 -0.196 3.063 -19.037 -16.586 19.411 21.849 -14.894 19.311 0.785 3.686 -15.296 18.897 0.379 3.276 -11.697 -9.516 13.962 16.131 -12.099 -9.921 13.551 15.718 -24.588 26.653 -0.552 2.703 -19.388 -16.940 19.049 Vertical FY (kip) -45.559 -5.126 2.478 20.388 30.820 22.385 39.256 29.966 31.674 23.675 24.988 36.652 37.966 -34.302 69.266 12.260 22.692 -25.270 -17.447 52.404 60.231 -17.423 74.019 23.119 33.472 -22.352 69.044 18.174 28.513 -9.876 -2.112 58.705 66.469 -14.805 -7.051 53.741 61.495 -38.647 64.874 7.897 18.318 -29.617 -21.802 48.022 Horizontal FZ (kip) -0.008 -0.124 -0.003 -0.026 -0.084 -0.084 -0.084 -0.591 0.423 -0.475 0.307 -0.473 0.305 -0.024 -0.014 -3.158 3.103 -2.410 2.355 -2.335 2.295 -0.067 -0.056 -0.169 0.030 -0.061 -0.048 -0.166 0.040 -0.177 0.037 -0.103 -0.019 -0.173 0.046 -0.099 -0.010 -0.019 -0.008 -3.157 3.113 -2.408 2.363 -2.332 Moment MX (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MY (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MZ (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Print Time/Date: 08/01/2010 14:29 STAAD.Pro for Windows 20.07.04.12 Page 92 Print Run 7 of 23 M>_iiiiBMBi Software licensed to wwi Job Title LEGOLAND Job No 16390 Sheet No Rev 8 1 partTower-1 Ref By XY Date08-SEP-09 Chd Client CALIFORNIA File 16390 Tower-1-1.std Datemme 08-Jan-2010 11:41 Reactions Cont... Node 7200 L/C 77:0.90+1 .6W 80:0.90+1 .OE( 81:0.9D+1.0E( 82:0.90+1 .OE( 83:0.90+1. OE( 84:0.90+1. OE( 85:0.90+1. OE( 86:0.90+1 .OE( 87:0.90+1 .OE( 88:0.90+1 .OE( 89:0.90+1. OE( 90:0.90+1. OE( 91:0.9D+1.0E( 92:0.90+1 .OE( 93:0.90+1 .OE( 94:0.90+1 .OE( 95:0.90+1 .OE( 1:DEADLOAD 2:LIVE LOAD 3:WIND-X 4:WIND-Z 5:EQ-X 6:EQ-Z 7:EQ - DW 10:1.40 (EQ.ie 20:1. 20+1 .6L( 30:1, 20+1 .6L+ 31:1, 20+1. 6L+ 32:1, 20+1. 6L+ 33:1,20+1.61+ 34:1,20+1.61+ 35:1,2D+1.6L+ 36:1, 20+1 .6L+ 37:1, 20+1 .6L+ 40:1. 20+1 .6W 41:1. 20+1. 6W 42:1.2D+1.6W 43:1.2D+1.6W 44:1.2D+1.6W 45:1.2D+1.6W 46:1. 20+1 .6W 47:1. 20+1 .6W 50:1. 20+1. OL+ 51:1. 20+1. OL+ Horizontal FX (kip) 21.484 -15.827 18.328 -0.163 2.719 -16.229 17.916 -0.569 2.309 -12.629 -10.462 12.993 15.149 -13.031 -10.867 12.583 14.736 -1.856 -1.742 -13.720 -0.873 -16.621 -1.212 -0.317 -2.598 -5.013 -8.589 -1.434 -5.242 -4.783 -7.941 -7.587 -2.437 -2.083 -24.179 19.811 -3.629 -0.822 -19.747 -17.650 13.237 15.351 -20.922 12.408 Vertical FY (kip) 55.840 -30.048 61.220 10.437 20.730 -34.979 56.243 5.489 15.769 -22.500 -14.781 45.950 53.670 -27.432 -19.723 40.984 48.694 21.759 20.803 30.838 1.255 43.513 2.213 3.724 30.463 59.410 67.465 51.354 59.742 59.077 65.861 65.350 53.469 52.957 75.545 -23.338 28.134 24.093 64.701 61.678 -9.454 -12.493 94.312 6.969 Horizontal FZ (kip) 2.305 -0.026 -0.008 -0.133 0.083 -0.020 -0.002 -0.130 0.093 -0.140 0.084 -0.064 0.034 -0.137 0.092 -0.060 0.044 -1.051 -1.194 -0.203 -1.910 -0.142 -0.901 -0.181 -1.472 -3.192 -3.247 -3.137 -3.674 -2.710 -3.603 -2.864 -3.522 -2.778 -1.593 -0.937 -4.275 1.762 -3.732 0.719 -3.315 1.285 -2.804 -2.499 Moment MX (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MY (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MZ (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Print Time/Date: 08/01/2010 14:29 STAAD.Pro for Windows 20.07.04.12 Page 93 Print Run 8 of 23 iK«,«««.«aidill| Software licensed to wwi Job Title LEGOLAND Job No 16390 Sheet No Rev 9 1 PartTower-1 Ref By XY Dat£08-SEP-09 Chd Client CALIFORNIA Rle 16390 Tower-1-1.std Date/Time o8-Jan-2010 11:41 Reactions Cont... Node 7300 L/C 52:1.20+1.01+ 53:1.2D+1.0L+ 54:1.2D+1.0L+ 55:1.20+1.01+ 56:1.2D+1.0L+ 57:1.2D+1.0L+ 58:1.2D+1.0L+ 59:1.20+1.01+ 60:1.2D+1.0L+ 61:1.20+1.01+ 62:1.20+1.01+ 63:1.2D+1.0L+ 64:1.20+1.01+ 65:1.20+1.01+ 70:0.90+1 .6W 71:0.9D+1.6W 72:0.90+1 .6W 73:0.90+1 .6W 74:0.90+1 .6W 75:0.90+1 .6W 76:0.90+1 .6W 77:0.90+1 .6W 80:0.90+1 .OE( 81:0.9D+1.0E( 82:0.90+1 .OE( 83:0.90+1 .OE( 84:0.90+1 .OE( 85:0.90+1 .OE( 86:0.90+1 .OE( 87:0.90+1 .OE( 88:0.90+1. OE( 89:0.90+1. OE( 90:0.90+1. OE( 91:0.9D+1.0E( 92:0.90+1. OE( 93:0.90+1 .OE( 94:0.90+1 .OE( 95:0.90+1 .OE( 1:DEADLOAD 2:LIVE LOAD 3:WIND-X 4:WIND-Z 5:EQ-X 6:EQ-Z Horizontal FX (kip) -5.507 -3.061 -20.287 13.038 -4.873 -2.430 -17.683 -15.852 7.311 9.149 -17.048 -15.219 7.942 9.779 -23.619 20.364 -3.071 -0.267 -19.187 -17.091 13.792 15.904 -18.616 14.696 -3.203 -0.771 -17.980 15.326 -2.569 -0.139 -15.374 -13.553 9.606 11.434 -14.738 -12.920 10.238 12.064 0.752 0.974 -2.060 -0.003 -0.071 -0.009 Vertical FY (kip) 52.894 48.396 86.841 -0.457 45.440 40.952 85.082 81.711 19.575 16.203 77.613 74.248 12.140 8.774 68.994 -29.842 21.603 17.569 58.153 55.135 -15.966 -19.000 66.891 -20.283 25.534 21.082 59.421 -27.708 18.082 13.639 57.665 54.328 -7.715 -11.053 50.197 46.867 -15.149 -18.480 27.627 25.686 1.459 -0.318 2.289 -0.549 Horizontal FZ (kip) -3.489 -1 .796 -2.436 -2.135 -3.132 -1.421 -3.359 -2.163 -3.205 -1 .859 -2.999 -1.789 -2.847 -1.489 -1.275 -0.623 -3.969 2.088 -3.423 1.044 -3.008 1.608 -1.274 -0.986 -2.001 -0.242 -0.910 -0.625 -1.647 0.129 -1.857 -0.611 -1.714 -0.321 -1.500 -0.240 -1.359 0.046 -1.103 -1.264 -0.067 -1.902 -0.204 0.144 Moment MX (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MY (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MZ (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Print Time/Date: 08/01/2010 14:29 STAAD.Pro for Windows 20.07.04.12 Page 94 Print Run 9 of 23 ga *M»_««BBB Software licensed to wwi Job Title LEGOLAND Job No 16390 Sheet No Rev 10 1 partTower-1 Ref By XY Dat£08-SEP-09 Chd Client CALIFORNIA File 16390 Tower-1-1.std Date/Time 08-Jan-2010 11:41 Reactions Cont... Node L/C 7:EQ - DW 10:1.40 (EQ.ie 20:1.2D+1.6L( 30:1,2D+1.6L+ 31:1,20+1.61+ 32:1,20+1.61+ 33:1, 20+1. 6L+ 34:1,20+1.61+ 35:1,20+1.61+ 36:1,20+1.61+ 37:1,2D+1.6L+ 40:1, 20+1 .6W 41:1, 20+1 .6W 42:1, 20+1. 6W 43:1, 20+1. 6W 44:1. 20+1 .6W 45:1. 20+1 .6W 46:1. 20+1 .6W 47:1.2D+1.6W 50:1.20+1.01+ 51:1. 20+1 .OL+ 52:1. 20+1 .OL+ 53:1.2D+1.0L+ 54:1. 20+1. OL+ 55:1.20+1.01+ 56:1. 20+1 .OL+ 57:1.20+1.01+ 58:1.20+1.01+ 59:1.20+1.01+ 60:1. 20+1 .OL+ 61:1. 20+1 .OL+ 62:1.2D+1.0L+ 63:1.20+1.01+ 64:1. 20+1 .OL+ 65:1.20+1.01+ 70:0.90+1. 6W 71:0.9D+1.6W 72:0.90+1 .6W 73:0.90+1. 6W 74:0.90+1. 6W 75:0.90+1. 6W 76:0.90+1 .6W 77:0.90+1. 6W 80:0.90+1. OE( Horizontal FX (kip) 0.129 1.052 2.452 1.932 2.972 2.452 2.452 2.051 2.052 2.852 2.852 -2.351 4.158 0.899 0.906 -1.541 -1.535 3.341 3.346 1.981 2.021 1.995 2.004 1.717 1.773 1.738 1.749 1.981 1.989 2.012 2.018 1.720 1.728 1.762 1.769 -2.586 3.943 0.673 0.681 -1.774 -1 .767 3.124 3.129 0.759 Vertical FY (kip) 4.715 38.677 74.245 74.624 73.866 74.163 74.326 74.473 74.599 73.890 74.016 35.485 30.814 32.645 33.658 34.522 35.282 31.018 31.779 65.844 61.259 63.004 64.096 56.414 51.831 53.575 54.668 64.861 65.680 61 .422 62.242 55.431 56.250 51.993 52.814 27.197 22.525 24.356 25.371 26.234 26.994 22.729 23.491 31 .870 Horizontal FZ (kip) -0.189 -1.543 -3.335 -3.352 -3.318 -3.815 -2.856 -3.717 -2.979 -3.691 -2.953 -1.428 -1.217 -4.326 1.679 -3.652 0.848 -3.497 1.010 -2.968 -2.570 -2.580 -2.958 -2.593 -2.194 -2.212 -2.576 -2.776 -3.061 -2.479 -2.761 -2.406 -2.681 -2.108 -2.379 -1.099 -0.886 -4.006 2.020 -3.330 1.186 -3.174 1.348 -1.383 Moment MX (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MY (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MZ (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Print Time/Date: 08/01/2010 14:29 STAAD.Pro for Windows 20.07.04.12 Page 95 Print Run 10 of 23 giIL imjiili Software licensed to wwi Job Title LEGOLAND Job No 16390 Sheet No Rev11 1 partTower-1 Ref By XY Dat£08-SEP-09 Chd Client CALIFORNIA File 16390 Tower-1-1.std Daten"ime 08-Jan-2010 11:41 Reactions Cont... Node 7400 L/C 81:0.9D+1.0E( 82:0.90+1 .OE( 83:0.90+1 .OE( 84:0.90+1 .OE( 85:0.90+1 .OE( 86:0.90+1 .OE( 87:0.90+1 .OE( 88:0.90+1 .OE( 89:0.90+1 .OE( 90:0.90+1 .OE( 91:0.9D+1.0E( 92:0.90+1 .OE( 93:0.90+1 .OE( 94:0.90+1 .OE( 95:0.90+1 .OE( 1:DEADLOAD 2:LIVE LOAD 3:WIND-X 4:WIND-Z 5:EQ-X 6:EQ-Z 7:EQ - DW 10:1.40 (EQ.K 20:1.2D+1.6L( 30:1, 20+1 .6L+ 31:1, 20+1 .6L+ 32:1,2D+1.6L+ 33:1,2D+1.6L+ 34:1,2D+1.6L+ 35:1, 20+1. 6L+ 36:1, 20+1. 6L+ 37:1, 20+1 .6L+ 40:1. 20+1 .6W 41:1. 20+1 .6W 42:1. 20+1 .6W 43:1. 20+1 .6W 44:1. 20+1 .6W 45:1. 20+1 .6W 46:1.2D+1.6W 47:1.2D+1.6W 50:1. 20+1 .OL+ 51:1.2D+1.0L+ 52:1.2D+1.0L+ 53:1. 20+1 .OL+ Horizontal FX (kip) 0.855 0.799 0.812 0.494 0.606 0.541 0.556 0.765 0.775 0.838 0.847 0.501 0.513 0.586 0.596 1.478 2.084 -14.283 -0.819 -15.178 -1.662 0.253 2.070 5.119 1.400 8.836 4.904 5.333 2.093 2.424 7.814 8.143 -21.113 24.591 0.461 3.088 -16.385 -14.384 17.923 19.863 -11.089 19.276 2.445 5.792 Vertical FY (kip) 27.290 29.031 30.127 22.439 17.861 19.600 20.698 30.886 31.708 27.451 28.274 21.455 22.278 18.021 18.845 15.305 14.362 -29.358 -25.817 -40.738 -36.289 2.610 21.428 41.352 33.690 49.014 34.622 48.082 30.281 40.635 42.069 52.423 -28.683 65.418 -22.992 59.722 -47.930 14.087 22.628 84.680 -5.528 76.208 -1.037 71.720 Horizontal FZ (kip) -0.979 -1.017 -1.346 -1.007 -0.601 -0.646 -0.962 -1.209 -1.457 -0.907 -1.152 -0.837 -1.075 -0.534 -0.769 1.664 1.560 -0.698 -11.168 -1.238 -12.183 0.284 2.330 4.497 4.315 4.678 1.594 7.398 2.123 6.589 2.404 6.868 0.879 3.114 -15.889 19.827 -12.268 14.555 -10.556 16.194 2.602 5.082 -8.344 15.992 Moment MX (kip'ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MY (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MZ (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Print Time/Date: 08/01/2010 14:29 STAAD.Pro for Windows 20.07.04.12 Page 96 Print Run 11 of 23 F^jligjZ^^B ffiBpMp^ ^^B:*»__*••• Software licensed to wwi Job Title LEGOLAND Job No 16390 Sheet No Rev 12 1 partTower-1 Ref By XY Date08-SEP-09 chd Client CALIFORNIA File 16390 Tower-1-1.std Date/Time o8-Jan-2010 11:41 Reactions Cont... Node 7500 L/C 54:1. 20+1. OL+ 55:1.20+1.01+ 56:1.2D+1.0L+ 57:1.2D+1.0L+ 58:1.2D+1.0L+ 59:1.2D+1.0L+ 60:1. 20+1 .OL+ 61:1.2D+1.0L+ 62:1.2D+1.0L+ 63:1.2D+1.0L+ 64:1.2D+1.0L+ 65:1.2D+1.0L+ 70:0.90+1. 6W 71:0.9D+1.6W 72:0.90+1 .6W 73:0.90+1 .6W 74:0.90+1 .6W 75:0.90+1 .6W 76:0.90+1. 6W 77:0.90+1. 6W 80:0.90+1 .OE( 81:0.9D+1.0E( 82:0.90+1 .OE( 83:0.90+1 .OE( 84:0.90+1. OE( 85:0.90+1. OE( 86:0.90+1. OE( 87:0.90+1 .OE( 88:0.90+1 .OE( 89:0.90+1 .OE( 90:0.90+1 .OE( 91:0.9D+1.0E( 92:0.90+1. OE( 93:0.90+1. OE( 94:0.90+1 .OE( 95:0.90+1 .OE( 1:DEADLOAD 2:LIVE LOAD 3:WIND-X 4:WIND-Z 5:EQ-X 6:EQ-Z 7:EQ - DW 10:1.40 (EQ.1f Horizontal FX (kip) -11.594 18.763 1.938 5.281 -8.558 -6.008 14.257 16.726 -9.062 -6.515 13.746 16.213 -21.552 24.141 0.017 2.643 -16.825 -14.825 17.476 19.414 -13.608 16.728 -0.083 3.252 -14.110 16.216 -0.588 2.743 -11.075 -8.535 11.716 14.177 -11.577 -9.040 11.207 13.666 -0.763 -0.672 -13.588 1.093 -16.074 1.865 -0.130 -1.067 Vertical FY (kip) -10.729 70.968 -6.245 66.485 -22.591 31.970 38.704 93.280 -27.788 26.753 33.479 88.034 -33.255 60.806 -27.571 55.118 -52.498 9.501 18.031 80.064 -24.414 57.180 -19.947 52.716 -29.615 51.941 -25.154 47.482 -41.460 13.031 19.729 74.234 -46.656 7.815 14.505 68.989 21.092 30.346 30.869 -27.398 42.240 -41.179 3.615 29.532 Horizontal FZ (kip) 2.035 4.514 -8.911 15.423 -6.250 12.055 -4.338 13.860 -6.817 11.487 -4.905 13.292 0.380 2.614 -16.387 19.326 -12.767 14.054 -11.055 15.694 0.542 3.020 -10.405 13.931 -0.025 2.453 -10.971 13.363 -8.310 9.994 -6.400 11.800 -8.876 9.426 -6.967 11.232 1.897 1.951 1.277 -14.477 2.516 -18.082 0.325 2.657 Moment MX (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MY (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MZ (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Print Time/Date: 08/01/2010 14:29 STAAD.Pro for Windows 20.07.04.12 Page 97 Print Run 12 of 23 sm^mmiamfm Software \\censed to wwi Job Title LEGOLAND Job No 16390 Sheet No Rev 13 1 PartTower-1 Ref By XY Dat£08-SEP-09 chd client CALIFORNIA File 16390 Tower-1-1.std Date/Time o8-Jan-2010 11:41 Reactions Cont... Node UC 20:1.2D+1.6L( 30:1,20+1.61+ 31:1,2D+1.6L+ 32:1,2D+1.6L+ 33:1,2D+1.6L+ 34:1,2D+1.6L+ 35:1,2D+1.6L+ 36:1,2D+1.6L+ 37:1,20+1.61+ 40:1. 20+1. 6W 41:1. 20+1. 6W 42:1. 20+1. 6W 43:1. 20+1. 6W 44:1. 20+1 .6W 45:1. 20+1 .6W 46:1. 20+1 .6W 47:1. 20+1 .6W 50:1.20+1.01+ 51:1.20+1.01+ 52:1.20+1.01+ 53:1.20+1.01+ 54:1.20+1.01+ 55:1.20+1.01+ 56:1.20+1.01+ 57:1.20+1.01+ 58:1. 20+1 .OL+ 59:1.2D-H.OL+ 60:1.20+1.01+ 61:1.20+1.01+ 62:1.20+1.01+ 63:1. 20+1 .OL+ 64:1.20+1.01+ 65:1.20+1.01+ 70:0.90+1 .6W 71:0.9D+1.6W 72:0.90+1 .6W 73:0.90+1 .6W 74:0.90+1. 6W 75:0.90+1. 6W 76:0.90+1 .6W 77:0.90+1. 6W 80:0.90+1. OE( 81:0.9D+1.0E( 82:0.90+1 .OE( Horizontal FX (kip) -1.982 -5.523 1.560 -1.698 -2.266 -4.488 -4.924 0.961 0.524 -22.661 20.906 0.835 -2.663 -15.936 -18.526 16.772 14.116 -17.802 14.433 0.151 -3.569 -17.541 14.687 0.408 -3.312 -12.415 -15.152 11.814 8.973 -12.155 -14.892 12.069 9.227 -22.428 21.129 1.063 -2.434 -15.704 -18.294 16.996 14.341 -16.901 15.322 1.048 Vertical FY (kip) 73.905 81.960 65.851 66.754 81.057 74.600 85.602 62.209 73.210 74.775 -24.167 -18.599 69.219 29.471 95.348 -44.722 21.128 101.676 16.911 17.979 100.608 94.417 9.694 10.761 93.350 60.090 122.071 -3.475 58.488 52.851 114.803 -10.682 51.251 68.426 -30.477 -24.910 62.871 23.142 88.991 -51.023 14.799 64.904 -19.708 -18.643 Horizontal FZ (kip) 5.410 5.743 5.078 1.643 9.175 2.769 8.562 2.256 8.051 4.321 0.230 -20.921 25.406 -13.563 21.144 -16.670 18.114 7.085 2.035 -13.546 22.609 6.430 1.383 -14.194 21.951 -7.095 19.970 -10.932 16.234 -7.747 19.312 -11.581 15.578 3.751 -0.340 -21.486 24.831 -14.129 20.570 -17.235 17.541 4.553 -0.488 -16.064 Moment MX (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MY (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MZ (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Print Time/Date: 08/01/2010 14:29 STAAD.Pro for Windows 20.07.04.12 Page 98 Print Run 13 of 23 iiJffHilteMi^^B :|K_aIdllH Software licensed to wwi Job Title LEGOLAND Job No 16390 Sheet No Rev 14 1 PartTower-1 Ref By XY Dat£08-SEP-09 Chd Client CALIFORNIA Rle 16390 Tower-1-1.std Date/Time Q8-Jan-2010 11:41 Reactions Cont... Node 7600 L/C 83:0.90+1. OE( 84:0.90+1. OE( 85:0.90+1. OE( 86:0.90+1. OE( 87:0.90+1 .OE( 88:0.90+1 .OE( 89:0.90+1 .OE( 90:0.90+1 .OE( 91:0.9D+1.0E( 92:0.90+1. OE( 93:0.90+1. OE( 94:0.90+1 .OE( 95:0.90+1 .OE( 1:DEADLOAD 2:LIVE LOAD 3:WIND - X 4:WIND - Z 5:EQ-X 6:EQ-Z 7:EQ - DW 10:1.40 (EQ.1C 20:1. 20+1 .6L( 30:1, 20+1. 6L+ 31:1,2D+1.6L+ 32:1, 20+1 .6L+ 33:1, 20+1 .6L+ 34:1, 20+1 .6L+ 35:1, 20+1 .6L+ 36:1, 20+1 .6L+ 37:1, 20+1 .6L+ 40:1. 20+1 .6W 41:1. 20+1 .6W 42:1. 20+1. 6W 43:1.2D+1.6W 44:1. 20+1 .6W 45:1. 20+1 .6W 46:1. 20+1 .6W 47:1. 20+1. 6W 50:1. 20+1. OL+ 51:1. 20+1. OL+ 52:1. 20+1. OL+ 53:1. 20+1. OL+ 54:1.2D+1.0L+ 55:1. 20+1 .OL+ Horizontal FX (kip) -2.676 -16.639 15.578 1.308 -2.418 -11.513 -14.255 12.706 9.862 -11.252 -13.993 12.963 10.118 -0.219 -0.261 -1.082 0.029 -0.200 0.003 -0.037 -0.308 -0.702 -0.969 -0.434 -0.691 -0.712 -0.900 -0.915 -0.487 -0.505 -1.957 1.430 -0.210 -0.314 -1 .532 -1.532 1.085 0.929 -0.725 -0.431 -0.555 -0.592 -0.653 -0.344 Vertical FY (kip) 63.838 57.651 -26.920 -25.855 56.586 23.393 85.262 -40.058 21.793 16.160 78.000 -47.260 14.562 20.708 19.420 0.150 -31.383 -2.269 -44.094 3.541 28.993 55.932 55.963 55.901 47.739 64.126 49.653 62.259 49.605 62.211 25.066 24.611 -25.453 75.151 -12.716 62.743 -13.052 62.397 45.527 50.108 3.560 92.074 38.445 43.020 Horizontal FZ (kip) 20.072 3.900 -1.138 -16.711 19.417 -9.620 17.433 -13.449 13.702 -10.269 16.778 -14.096 13.048 1.638 1.348 -0.451 -13.217 -1.052 -15.104 0.280 2.292 4.111 3.991 4.230 0.672 7.547 1.374 6.663 1.558 6.846 1.237 2.689 -19.211 23.061 -14.459 17.253 -13.362 18.334 2.528 4.644 -11.532 18.658 1.972 4.086 Moment MX (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MY(kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MZ(kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Print Time/Date: 08/01/2010 14:29 STAAD.Pro for Windows 20.07.04.12 Page 99 Print Run 14 of 23 Mu__JjjiiM^IB Software licensed to wwi Job Title LEGOLAND Job No 16390 Sheet No Rev 15 1 Part Tower- 1 Ref By XY Dat£08-SEP-09 Chd Client CALIFORNIA File 16390 Tower-1-1.std Date/Time Q8-Jari-2010 11:41 Reactions Cont... Node 7700 L/C 56:1. 20+1 .OL+ 57:1.2D+1.0L+ 58:1.2D+1.0L+ 59:1.2D+1.0L+ 60:1.2D+1.0L+ 61:1.2D+1.0L+ 62:1.2D+1.0L+ 63:1.20+1.01+ 64:1.2D+1.0L+ 65:1.2D+1.0L+ 70:0.90+1 .6W 71:0.9D+1.6W 72:0.90+1 .6W 73:0.90+1 .6W 74:0.90+1. 6W 75:0.90+1. 6W 76:0.90+1. 6W 77:0.90+1 .6W 80:0.90+1 .OE( 81:0.9D+1.0E( 82:0.90+1 .OE( 83:0.90+1 .OE( 84:0.90+1. OE( 85:0.90+1. OE( 86:0.90+1. OE( 87:0.90+1 .OE( 88:0.90+1 .OE( 89:0.90+1 .OE( 90:0.90+1 .OE( 91:0.9D+1.0E( 92:0.90+1 .OE( 93:0.90+1. OE( 94:0.90+1. OE( 95:0.90+1. OE( 1:DEADLOAD 2:LIVE LOAD 3:WIND-X 4:WIND-Z 5:EQ-X 6:EQ-Z 7:EQ-DW 10:1.40 (EQ.K 20:1.2D+1.6L( 30:1, 20+1 .6L+ Horizontal FX (kip) -0.477 -0.510 -0.706 -0.667 -0.418 -0.513 -0.633 -0.591 -0.335 -0.426 -1 .899 1.506 -0.145 -0.245 -1.474 -1.471 1.157 1.004 -0.412 -0.065 -0.225 -0.242 -0.343 0.018 -0.151 -0.164 -0.393 -0.340 -0.067 -0.145 -0.324 -0.268 0.013 -0.062 0.877 0.372 -14.107 1.818 -13.013 3.044 0.149 1.227 1.644 -2.026 Vertical FY (kip) -3.502 84.965 12.906 79.293 16.343 82.727 5.841 72.192 9.272 75.621 18.858 18.393 -31 .643 68.915 -18.908 56.516 -19.252 56.163 19.900 24.456 -21.988 66.343 12.820 17.369 -29.048 59.236 -12.655 53.594 -9.238 57.009 -19.718 46.495 -16.306 49.906 13.675 7.145 -30.877 29.049 -42.136 41.556 2.324 19.142 27.807 19.752 Horizontal FZ (kip) -12.087 18.099 -8.544 14.102 -6.953 15.686 -9.099 13.545 -7.509 15.127 0.748 2.198 -19.698 22.567 -14.946 16.760 -13.851 17.840 0.699 2.808 -13.356 16.817 0.141 2.248 -13.913 16.256 -10.367 12.266 -8.782 13.844 -10.924 11.707 -9.340 13.283 -0.835 -0.252 1.554 -13.195 2.707 -12.659 -0.142 -1.169 -1.399 -0.993 Moment MX (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MY (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MZ(kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Print Time/Date: 08/01/2010 14:29 STAAD.Pro for Windows 20.07.04.12 Page 100 Print Run 15 of 23 4KMHnHnanMMi Software licensed to wwi Job Title LEGOLAND Job No 16390 Sheet No partTower-1 Ref Rev 16 1 By XY Date08-SEP-09 Chd Client CALIFORNIA File 16390 Tower-1-1.std Reactions Cont... Node L/C 31:1,20+1.61+ 32:1,20+1.61+ 33:1,20+1.61+ 34:1, 20+1 .6L+ 35:1, 20+1 .6L+ 36:1, 20+1. 6L+ 37:1,2D+1.6L+ 40:1.2D+1.6W 41:1. 20+1 .6W 42:1. 20+1 .6W 43:1.2D+1.6W 44:1.2D+1.6W 45:1.2D+1.6W 46:1.2D+1.6W 47:1. 20+1. 6W 50:1.20+1.01+ 51:1.20+1.01+ 52:1.20+1.01+ 53:1.20+1.01+ 54:1.20+1.01+ 55:1.2D+1.0L+ 56:1. 20+1. OL+ 57:1. 20+1. OL+ 58:1.2D+1.0L+ 59:1. 20+1. OL+ 60:1.20+1.01+ 61:1.20+1.01+ 62:1.20+1.01+ 63:1. 20+1 .OL+ 64:1. 20+1 .OL+ 65:1.20+1.01+ 70:0.90+1 .6W 71:0.9D+1.6W 72:0.90+1. 6W 73:0.90+1. 6W 74:0.90+1. 6W 75:0.90+1. 6W 76:0.90+1. 6W 77:0.90+1 .6W 80:0.90+1 .OE( 81:0.9D+1.0E( 82:0.90+1 .OE( 83:0.90+1 .OE( 84:0.90+1 .OE( Horizontal FX (kip) 5.313 2.120 1.168 -0.812 -1.546 4.832 4.101 -21.544 23.580 3.967 -1.866 -13.681 -18.099 20.119 15.787 -11.465 14.560 4.631 -1.492 -1 1 .758 14.261 4.332 -1.786 -5.881 -10.523 13.587 9.047 -6.177 -10.816 13.287 8.749 -21.804 23.314 3.702 -2.127 -13.943 -tt.3M 19.853 15.524 -12.084 13.914 3.988 -2.116 -12.379 Vertical FY (kip) 35.862 35.385 20.228 27.440 15.781 39.833 28.173 -33.064 65.901 62.958 -30.138 14.210 -55.604 88.442 18.612 -16.409 68.129 67.544 -15.827 -21 .029 63.470 62.885 -20.447 25.421 -37.106 88.826 26.296 20.781 -41.716 84.158 21.657 -37.147 61.782 58.839 -34.222 10.110 -|9.8|S 84.314 14.511 -27.566 56.831 56.246 -26.984 -32.192 Horizontal FZ (kip) -1.805 -4.837 2.040 -3.732 1.559 -4.355 0.934 1.489 -3.494 -22.113 20.173 -14.993 16.761 -18.690 12.984 1.326 -4.110 -14.070 11.333 1.606 -3.826 -13.786 11.612 -8.892 10.210 -12.919 6.085 -8.609 10.489 -12.634 6.366 1.738 -3.242 -21.860 20.420 -14.742 itw -18.437 13.234 1.818 -3.604 -13.560 11.819 2.100 Moment MX (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MY (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MZ (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 AISC FOR I CONN! MAX 1 -60 I SHEA! REQ ' I = 60 + 1 PROV] 4-1 .: Date/Time Q8-Jan-2010 1 1:41 I'D 1 A n C Q C. J ±*± U D O . D ^71 TO P79COL.B7 ]CTION DESIGN [•ENSIGN CIPSKIPS 4 V— 20K1PS ) TENSION STRENC >0/0.5=100KIPS [DE >5"-15 A. BOLT B.PLATE 18-1.5" TUWQl[ON CAPACITY =141KIPS .SE TH Print Time/Date: 08/01/2010 14:29 STAAD.Pro for Windows 20.07.04.12 Page 101 Print Run 16 of 23 ^Hfem<«H<*ilMB Software licensed to wwi Job Title LEGOLAND Job No 16390 Sheet No Rev 17 1 partTower-1 Ref By XY Date08-SEP-09 Chd Client CALIFORNIA File 16390 Tower-1-1.std Daten"ime 08-Jan-2010 11:41 Reactions Cont... Node 7800 L/C 85:0.90+1 .OE( 86:0.90+1. OE( 87:0.90+1. OE( 88:0.90+1 .OE( 89:0.90+1. OE( 90:0.90+1. OE( 91:0.9D+1.0E( 92:0.90+1 .OE( 93:0.90+1 .OE( 94:0.90+1. OE( 95:0.90+1. OE( 1:DEADLOAD 2:LIVE LOAD 3:WIND - X 4:WIND-Z 5:EQ-X 6:EQ-Z 7:EQ - DW 10:1.40 (EQ.K 20:1.2D+1.6L( 30:1, 20+1 .6L+ 31:1, 20+1. 6L+ 32:1, 20+1 .6L+ 33:1, 20+1 .6L+ 34:1, 20+1 .6L+ 35:1, 20+1. 6L+ 36:1,2D+1.6L+ 37:1,2D+1.6L+ 40:1. 20+1. 6W 41:1. 20+1. 6W 42:1.2D+1.6W 43:1. 20+1 .6W 44:1. 20+1 .6W 45:1. 20+1. 6W 46:1.2D+1.6W 47:1. 20+1 .6W 50:1. 20+1. OL+ 51:1.2D+1.0L+ 52:1.2D+1.0L+ 53:1. 20+1 .OL+ 54:1. 20+1. OL+ 55:1.2D+1.0L+ 56:1.2D+1.0L+ 57:1.2D+1.0L+ Horizontal FX (kip) 13.614 3.689 -2.411 -6.512 -11.139 12.937 8.410 -6.808 -11.433 12.636 8.112 -1.594 -1.319 -12.144 -0.104 -12.709 -0.582 -0.272 -2.232 -4.026 -7.189 -0.861 -4.052 -4.000 -6.479 -6.440 -1.612 -1.571 -21.339 17.584 -2.077 -1.750 -16.594 -16.385 12.562 12.844 -16.225 9.253 -4.083 -2.930 -15.678 9.797 -3.538 -2.384 Vertical FY (kip) 52.167 51.582 -31.610 14.194 -48.227 77.492 15.069 9.549 -52.843 72.819 10.424 14.901 12.872 29.263 26.745 39.221 38.832 2.546 20.861 38.476 46.111 30.842 45.453 31.500 49.715 38.983 37.970 27.238 64.769 -29.016 60.735 -24.973 85.191 20.904 14.846 -49.428 72.635 -6.037 72.238 -5.639 67.525 -11.113 67.129 -10.716 Horizontal FZ (kip) -3.319 -13.274 12.100 -8.389 10.694 -12.406 6.580 -8.105 10.974 -12.120 6.862 -0.936 -1.448 -1.037 -14.512 -1.626 -16.032 -0.160 -1 .309 -3.433 -3.705 -3.162 -7.219 0.354 -6.554 -0.729 -6.137 -0.31 1 -2.786 0.541 -24.356 22.176 -19.785 15.081 -17.323 17.610 -4.356 -1.095 -18.800 13.393 -4.038 -0.777 -18.476 13.706 Moment MX (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MY (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MZ (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Print Time/Date: 08/01/2010 14:29 STAAD.Pro for Windows 20.07.04.12 Page 102 Print Run 17 of 23 §i«•*,__•••• Software licensed to wwi Job Title LEGOLAND Job No 16390 Sheet No Rev 18 1 PartTower-1 Ref By XY Date08-SEP-09 Chd Client CALIFORNIA Rle 16390 Tower-1-1.std Date/Time 08-Jan-2010 11:41 Reactions Cont... Node 7900 L/C 58:1. 20+1. OL+ 59:1. 20+1 .OL+ 60:1.2D+1.0L+ 61:1. 20+1 .OL+ 62:1. 20+1 .OL+ 63:1. 20+1 .OL+ 64:1. 20+1 .OL+ 65:1.20+1.01+ 70:0.90+1 .6W 71:0.9D+1.6W 72:0.90+1 .6W 73:0.90+1 .6W 74:0.90+1 .6W 75:0.90+1 .6W 76:0.90+1 .6W 77:0.90+1 .6W 80:0.90+1 .OE( 81:0.9D+1.0E( 82:0.90+1 .OE( 83:0.90+1 .OE( 84:0.90+1 .OE( 85:0.90+1 .OE( 86:0.90+1. OE( 87:0.9D+1.0E( 88:0.90+1. OE( 89:0.90+1. OE( 90:0.90+1. OE( 91:0.9D+1.0E( 92:0.90+1. OE( 93:0.90+1. OE( 94:0.90+1 .OE( 95:0.90+1 .OE( 1:DEADLOAD 2:LIVE LOAD 3:WIND-X 4:WIND-Z 5:EQ-X 6:EQ-Z 7:EQ - DW 10:1.40 (EQ.1f 20:1. 20+1. 6L( 30:1, 20+1. 6L+ 31:1, 20+1. 6L+ 32:1, 20+1. 6L+ Horizontal FX (kip) -13.454 -12.644 5.600 6.519 -12.908 -12.097 6.144 7.063 -20.859 18.061 -1 .599 -1 .271 -16.115 -15.905 13.039 13.321 -14.421 11.047 -2.288 -1.127 -13.874 11.590 -1.743 -0.582 -11.654 -10.838 7.393 8.316 -11.109 -10.291 7.936 8.860 -0.036 -0.032 -1.978 -0.008 -0.183 -0.014 -0.006 -0.050 -0.094 -0.603 0.416 -0.097 Vertical FY (kip) 92.006 33.597 33.001 -25.407 86.888 28.503 27.908 -30.475 60.282 -33.469 56.249 -29.428 80.696 16.433 10.377 -53.873 55.231 -23.318 54.839 -22.925 50.121 -28.394 49.730 -28.002 74.575 16.250 15.662 -42.661 69.458 11.157 10.570 -47.729 15.222 9.903 1.753 31.395 3.351 44.965 2.589 21.310 34.110 34.574 33.646 42.308 Horizontal FZ (kip) -15.988 8.117 -13.583 10.602 -15.665 8.431 -13.260 10.916 -2.505 0.821 -24.070 22.450 -19.499 15.357 -17.038 17.885 -2.630 0.627 -17.052 15.095 -2.309 0.946 -16.727 15.408 -14.245 9.826 -11.843 12.307 -13.921 10.141 -11.519 12.622 -1.558 -1.200 -0.594 -15.008 -1.098 -15.206 -0.265 -2.182 -3.803 -3.960 -3.646 -7.718 Moment MX (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MY (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MZ (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Print Time/Date: 08/01/2010 14:29 STAAD.Pro for Windows 20.07.04.12 Page 103 Print Run 18 of 23 Pa*2a•mmmmxsitfm Software licensed to wwi Job Title LEGOLAND Job No 16390 Sheet No Rev 19 1 PartTower-1 Ref By XY Dat£08-SEP-09 Chd Client CALIFORNIA File 16390 Tower-1-1.std Date/Time Q8-Jan-2010 11:41 Reactions Cont... Node L/C 33:1,20+1.61+ 34:1,20+1.61+ 35:1,2D+1.6L+ 36:1,20+1.61+ 37:1,2D+1.6L+ 40:1.2D+1.6W 41:1. 20+1 .6W 42:1. 20+1 .6W 43:1. 20+1 .6W 44:1. 20+1 .6W 45:1. 20+1 .6W 46:1. 20+1. 6W 47:1.2D+1.6W 50:1. 20+1. OL+ 51:1.20+1.01+ 52:1.2D+1.0L+ 53:1.20+1.01+ 54:1.20+1.01+ 55:1.20+1.01+ 56:1. 20+1 .OL+ 57:1.20+1.01+ 58:1.20+1.01+ 59:1.20+1.01+ 60:1. 20+1 .OL+ 61:1.2D+1.0L+ 62:1.20+1.01+ 63:1.2D+1.0L+ 64:1.20+1.01+ 65:1.20+1.01+ 70:0.90+1 .6W 71:0.9D+1.6W 72:0.90+1 .6W 73:0.90+1 .6W 74:0.90+1 .6W 75:0.90+1 .6W 76:0.90+1 .6W 77:0.90+1 .6W 80:0.90+1 .OE( 81:0.9D+1.0E( 82:0.90+1 .OE( 83:0.90+1 .OE( 84:0.90+1 .OE( 85:0.90+1 .OE( 86:0.90+1 .OE( Horizontal FX (kip) -0.090 -0.487 -0.483 0.294 0.302 -3.189 3.109 -0.060 -0.030 -2.383 -2.426 2.276 2.364 -0.243 0.089 -0.102 -0.063 -0.234 0.105 -0.088 -0.052 -0.189 -0.219 0.002 0.088 -0.179 -0.210 0.017 0.102 -3.182 3.124 -0.048 -0.020 -2.375 -2.419 2.291 2.377 -0.210 0.141 -0.055 -0.025 -0.201 0.157 -0.042 Vertical FY (kip) 25.913 40.773 28.161 40.059 27.447 21.091 15.445 68.590 -32.056 58.129 -17.359 53.892 -21.590 34.139 27.374 75.888 -14.372 28.958 22.201 70.687 -19.526 67.142 -0.554 62.068 -5.626 61.944 -5.716 56.876 -10.783 16.520 10.884 64.001 -36.599 53.542 -21.912 49.312 -26.136 19.653 12.923 61.328 -28.749 14.471 7.750 56.126 Horizontal FZ (kip) 0.113 -6.935 -0.911 -6.694 -0.670 -2.826 -0.916 -25.890 22.228 -20.610 15.480 -19.177 16.912 -4.450 -2.236 -18.577 1 1 .938 -3.916 -1.704 -18.040 12.468 -15.601 7.281 -13.944 8.945 -15.064 7.813 -13.409 9.475 -2.356 -0.449 -25.417 22.691 -20.136 15.945 -18.705 17.375 -2.769 -0.565 -16.884 13.597 -2.237 -0.035 -16.350 Moment MX (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MY (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MZ (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Print Time/Date: 08/01/2010 14:29 STAAD.Pro for Windows 20.07.04.12 Page 104 Print Run 19 of 23 ^MMM^^HHI Software licensed to wwi Job Title LEGOLAND Job No 16390 Sheet No Rev 20 1 PartTower-1 Ref By XY Date08-SEP-09 Chd Client CALIFORNIA Rle 16390 Tower-1-1.std Date/Time Q8-Jan-2010 11:41 Reactions Cont... Node 8000 L/C 87:0.90+1. OE( 88:0.90+1. OE( 89:0.90+1. OE( 90:0.90+1 .OE( 91:0.9D+1.0E( 92:0.90+1. OE( 93:0.90+1 .OE( 94:0.90+1. OE( 95:0.90+1. OE( 1:DEADLOAD 2:LIVE LOAD 3:WlND-X 4:WIND-Z 5:EQ-X 6:EQ-Z 7:EQ - DW 10:1.40 (EQ.1C 20:1.2D+1.6L( 30:1, 20+1 .6L+ 31:1, 20+1 .6L+ 32:1,2D+1.6L+ 33:1, 20+1 .6L+ 34:1, 20+1 .6L+ 35:1, 20+1 .6L+ 36:1, 20+1. 6L+ 37:1, 20+1. 6L+ 40:1. 20+1 .6W 41:1. 20+1. 6W 42:1. 20+1. 6W 43:1. 20+1 .6W 44:1. 20+1 .6W 45:1. 20+1. 6W 46:1. 20+1 .6W 47:1. 20+1 .6W 50:1. 20+1 .OL+ 51:1. 20+1. OL+ 52:1.2D+1.0L+ 53:1. 20+1 .OL+ 54:1. 20+1. OL+ 55:1. 20+1. OL+ 56:1. 20+1. OL+ 57:1.2D+1.0L+ 58:1. 20+1 .OL+ 59:1.2D+1.0L+ Horizontal FX (kip) -0.014 -0.152 -0.186 0.055 0.134 -0.142 -0.177 0.070 0.148 0.124 0.097 -8.179 0.142 -4.842 0.124 0.021 0.174 0.317 -1.811 2.444 0.354 0.280 -1.292 -1.348 1.982 1.924 -12.941 13.231 0.376 -0.078 -9.502 -9.833 10.136 9.786 -4.568 5.115 0.398 0.149 -4.613 5.070 0.354 0.105 -3.265 -3.449 Vertical FY (kip) -33.903 52.591 -14.967 47.544 -20.013 47.393 -20.130 42.351 -25.169 9.571 14.730 0.557 -0.305 0.326 -0.272 1.624 13.399 35.047 35.194 34.901 34.968 35.126 35.099 35.221 34.874 34.996 12.389 10.614 10.996 11.973 11.795 12.524 10.460 11.197 28.165 27.508 27.562 28.108 24.918 24.261 24.316 24.860 27.879 28.286 Horizontal FZ (kip) 14.124 -13.909 8.948 -12.260 10.605 -13.374 9.477 -11.727 11.132 1.258 2.502 0.489 -4.022 0.321 -6.308 0.214 1.763 5.534 5.662 5.406 4.491 6.577 4.830 6.435 4.633 6.238 2.297 0.733 -4.921 7.939 -2.722 6.920 -3.899 5.750 4.558 3.915 -2.060 10.531 4.127 3.484 -2.492 10.101 -0.244 9.199 Moment MX (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.642 2.331 2.665 -29.464 1.821 -46.104 0.280 2.295 5.618 6.323 4.914 -2.118 13.354 0.210 12.110 -0.874 11.027 6.262 -2.290 -45.328 49.267 -30.280 40.652 -36.709 34.253 6.370 2.706 -41.928 51.004 5.824 2.162 -42.429 50.415 -28.936 40.760 MY (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -2.189 -3.434 -3.000 0.326 -0.459 1.094 -0.372 -3.068 -8.159 -8.913 -7.403 -8.068 -8.250 -8.669 -8.810 -7.508 -7.648 -7.364 2.173 -2.096 -3.164 -5.779 -6.595 1.359 0.572 -6.853 -6.046 -5.327 -7.586 -6.108 -5.287 -4.579 -6.831 -5.908 -7.603 MZ (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.557 0.739 53.000 0.753 33.763 1.888 0.093 0.782 1.884 15.857 -12.087 2.092 1.675 12.794 12.471 -8.704 -9.023 8S.S87 -84.432 1.895 -0.566 65.509 63.602 -62.275 -64.061 35.698 -32.643 3.479 -0.448 35.455 -32.790 3.276 -0.634 28.626 25.673 FOR P80 COLUMN BASE CONNECTION DESIGN M=86 KIP*FT (COMBINI MX AND MZ) 8-1. 25 "-17 A. BOLT B DT ATTP 9H 1 R ii MOMENT CAPACITY =122KIP*FT Print Time/Date: 08/01/2010 14:29 STAAD.Pro for Windows 20.07.04.12 Page 105 Print Run 20 of 23 •V I ~ fH^w* i malU Software licensed to wwi Job Title LEGOLAND Job No 16390 Sheet No Rev 21 1 PartTower-1 Ref By XY Dat£08-SEP-09 Chd Client CALIFORNIA Rle 16390 Tower-1-1.std Daten"ime 08-Jan-2010 11:41 Reactions Cont... Node 8100 L/C 60:1. 20+1. OL+ 61:1.2D+1.0L+ 62:1. 20+1. OL+ 63:1.2D+1.0L+ 64:1. 20+1 .OL+ 65:1. 20+1 .OL+ 70:0.90+1 .6W 71:0.9D+1.6W 72:0.90+1. 6W 73:0.90+1. 6W 74:0.90+1. 6W 75:0.90+1. 6W 76:0.90+1. 6W 77:0.90+1. 6W 80:0.90+1. OE( 81:0.9D+1.0E( 82:0.90+1 .OE( 83:0.90+1 .OE( 84:0.90+1 .OE( 85:0.90+1 .OE( 86:0.90+1. OE( 87:0.90+1. OE( 88:0.90+1. OE( 89:0.90+1. OE( 90:0.90+1. OE( 91:0.9D+1.0E( 92:0.90+1. OE( 93:0.90+1. OE( 94:0.90+1. OE( 95:0.90+1. OE( 1:DEAD LOAD 2:LIVE LOAD 3:WIND-X 4:WIND-Z 5:EQ-X 6:EQ-Z 7:EQ - DW 10:1.40 (EQ.16 20:1. 20+1 .6L( 30:1,2D+1.6L+ 31:1,2D+1.6L+ 32:1,2D+1.6L+ 33:1, 20+1 .6L+ 34:1, 20+1. 6L+ Horizontal FX (kip) 3.999 3.810 -3.310 -3.494 3.955 3.766 -12.978 13.193 0.339 -0.116 -9.539 -9.870 10.098 9.748 -4.709 4.974 0.257 0.009 -4.752 4.932 0.214 -0.033 -3.407 -3.590 3.858 3.670 -3.450 -3.633 3.816 3.628 -0.170 -0.464 -1.664 -0.143 -3.077 -0.095 -0.029 -0.239 -0.948 -1.378 -0.519 -0.985 -0.912 -1.307 Vertical FY (kip) 27.384 27.794 24.632 25.039 24.138 24.547 9.516 7.745 8.125 9.102 8.923 9.651 7.591 8.327 10.566 9.913 9.965 10.510 7.317 6.665 6.718 7.262 10.280 10.687 9.789 10.199 7.032 7.439 6.541 6.951 6.130 6.065 -2.104 0.405 -0.590 0.330 1.043 8.582 17.072 16.524 17.620 17.177 16.968 16.731 Horizontal FZ (kip) -0.727 8.717 -0.676 8.768 -1.159 8.286 1.919 0.355 -5.300 7.562 -3.101 6.542 -4.277 5.373 1.668 1.026 -4.957 7.649 1.239 0.598 -5.387 7.222 -3.140 6.314 -3.622 5.834 -3.570 5.886 -4.052 5.406 -0.898 -1.863 -0.278 -2.366 -0.243 -3.634 -0.153 -1.257 -4.070 -4.140 -4.001 -4.687 -3.454 -4.598 Moment MX (kip-ft) -31.687 38.015 -29.449 40.182 -32.198 37.438 5.766 -2.774 -45.779 48.738 -30.745 40.128 -37.165 33.738 3.581 -0.067 -44.483 47.997 3.024 -0.622 -44.996 47.398 -31.554 37.804 -34.293 35.070 -32.078 37.215 -34.816 34.483 -18.465 -35.120 -1 1 .682 -40.059 -7.442 -61.338 -3.143 -25.880 -78.884 -81.896 -75.868 -89.381 -68.386 -89.276 MY (kip-ft) -5.303 -6.997 -5.164 -6.853 -4.549 -6.238 -6.719 2.844 -1.441 -2.503 -5.133 -5.945 2.025 1.242 -2.782 -1.896 -1.238 -3.453 -2.042 -1.143 -0.496 -2.703 -1.844 -3.505 -1.180 -2.840 -1.105 -2.761 -0.431 -2.086 5.302 8.943 4.789 2.342 2.671 4.703 0.906 7.432 20.829 22.069 19.586 21.451 20.207 22.261 MZ (kip-ft) -22.638 -25.575 28.389 25.448 -22.803 -25.727 85.603 -84.506 1.721 -0.729 65.265 63.367 -62.377 -64.154 34.507 -33.304 2.507 -1.328 34.270 -33.447 2.310 -1.509 27.467 24.582 -23.400 -26.267 27.236 24.363 -23.560 -26.416 3.393 6.605 33.097 1.569 52.297 1.213 0.585 4.755 14.707 23.326 6.088 15.112 14.302 21.649 Print Time/Date: 08/01/2010 14:29 STAAD.Pro for Windows 20.07.04.12 Page 106 Print Run 21 of 23 ^KHHHMMMHH Software licensed to wwi job Title LEGOLAND Job No 16390 Sheet No Rev 22 1 PartTower-1 Ref By XY Dat£08-SEP-09 Chd Client CALIFORNIA File 16390 Tower-1-1.std Date/Time Q8-Jan-2010 11:41 Reactions Cont... Node L/C 35:1,20+1.61+ 36:1,2D+1.6L+ 37:1,2D+1.6L+ 40:1.2D+1.6W 41:1. 20+1 .6W 42:1.2D+1.6W 43:1.2D+1.6W 44:1. 20+1 .6W 45:1. 20+1 .6W 46:1.2D+1.6W 47:1. 20+1 .6W 50:1. 20+1 .OL+ 51:1. 20+1 .OL+ 52:1. 20+1 .OL+ 53:1. 20+1. OL+ 54:1. 20+1 .OL+ 55:1. 20+1 .OL+ 56:1. 20+1 .OL+ 57:1. 20+1. OL+ 58:1.20+1.01+ 59:1. 20+1 .OL+ 60:1. 20+1 .OL+ 61:1. 20+1 .OL+ 62:1. 20+1. OL+ 63:1.20+1.01+ 64:1.20+1.01+ 65:1. 20+1 .OL+ 70:0.90+1. 6W 71:0.9D+1.6W 72:0.90+1 .6W 73:0.90+1. 6W 74:0.90+1. 6W 75:0.90+1 .6W 76:0.90+1 .6W 77:0.90+1. 6W 80:0.90+1. OE( 81:0.9D+1.0E( 82:0.90+1 .OE( 83:0.90+1. OE( 84:0.90+1 .OE( 85:0.90+1. OE( 86:0.90+1 .OE( 87:0.90+1 .OE( 88:0.90+1. OE( Horizontal FX (kip) -1.250 -0.646 -0.590 -2.863 2.444 -0.432 0.023 -2.368 -2.027 1.612 1.953 -3.767 2.369 -0.791 -0.606 -3.710 2.428 -0.732 -0.547 -3.069 -2.931 1.533 1.671 -3.011 -2.872 1.592 1.731 -2.814 2.496 -0.381 0.074 -2.318 -1.977 1.664 2.005 -3.257 2.890 -0.276 -0.089 -3.199 2.949 -0.218 -0.030 -2.559 Vertical FY (kip) 16.571 17.574 17.414 3.988 10.724 8.002 6.710 5.314 4.345 10.366 9.398 13.877 15.067 14.799 14.145 11.788 12.977 12.710 12.055 14.272 13.780 15.163 14.673 12.182 11.691 13.073 12.583 2.148 8.885 6.163 4.870 3.475 2.506 8.527 7.558 5.969 7.152 6.890 6.232 3.882 5.064 4.802 4.144 6.364 Horizontal FZ (kip) -3.650 -4.491 -3.543 -1.517 -0.638 -4.865 2.712 -4.248 1.435 -3.588 2.094 -3.339 -2.860 -6.738 0.541 -3.031 -2.552 -6.430 0.849 -6.008 -0.548 -5.649 -0.190 -5.700 -0.241 -5.341 0.118 -1.249 -0.367 -4.595 2.981 -3.979 1.704 -3.317 2.364 -1 .203 -0.720 -4.597 2.676 -0.897 -0.413 -4.290 2.982 -3.869 Moment MX (kip-ft) -73.127 -84.640 -68.488 -40.785 -3.405 -86.435 42.108 -84.317 12.035 -56.340 40.126 -88.152 -53.264 -122.450 1.037 -61.763 -46.875 -116.011 7.377 -112.592 -19.988 -101.437 -8.810 -106.165 -13.635 -95.011 -2.458 -35.241 2.165 -80.835 47.621 -78.737 17.550 -50.741 45.660 -27.216 -12.321 -81.264 41.729 -20.902 -6.007 -74.900 47.994 -71.470 MY (kip-ft) 21.305 20.351 19.394 14.000 -1.352 10.139 2.594 14.920 9.280 3.425 -2.253 18.970 13.620 21.070 11.529 17.126 11.776 19.218 9.693 21.878 14.729 17.873 10.709 20.028 12.891 16.022 8.871 12.408 -2.951 8.537 1.005 13.321 7.691 1.822 -3.846 8.353 3.002 10.409 0.954 6.532 1.180 8.580 -0.859 11.228 MZ (kip-ft) 21.025 8.389 7.766 57.077 -48.929 6.576 1.566 45.711 41.937 -33.808 -37.552 -41.124 12.486 10.112 62.520 -42.289 11.306 8.925 51.511 49.723 -27.132 -28.905 50.315 48.522 -28.299 -30.077 56.044 -49.938 5.558 0.543 44.683 40.907 -34.819 -38.565 55.998 -48.720 4.842 2.436 54.805 -49.875 3.672 1.258 43.814 FOR P81 COLUMN BASE CONNECTION DESIGN -100 KIP*FT (COMB] MX AND MZ) 12 -1.25 "-28 A. BOL1 B.PLATE 31-1.5" MOMENT CAPACITY =230KIP*FT NE Print Time/Date: 08/01/2010 14:29 STAAD.Pro for Windows 20.07.04.12 Page 107 Print Run 22 of 23 Software licensed to wwi Job No 16390 Sheet No 23 Rev PartTower-1 Job Title LEGOLAND Ref By Dat£08-SEP-09 Cnd Client CALIFORNIA File 16390Tower-1-1.std Daten"ime 08-Jan-2010 11:41 Reactions Cont... Node L/C 89:0.90+1. OE( 90:0.90+1 .OE( 91:0.9D+1.0E( 92:0.90+1 .OE( 93:0.90+1 .OE( 94:0.90+1 .OE( 95:0.90+1. OE( Horizontal FX (kip) -2.417 2.051 2.192 -2.501 -2.359 2.110 2.252 Vertical FY (kip) 5.870 7.251 6.758 4.277 3.782 5.163 4.670 Horizontal FZ (kip) 1.585 -3.507 1.947 -3.563 1.891 -3.200 2.254 Moment MX (kip-ft) 20.763 -60.309 31.946 -65.119 27.042 -53.959 38.223 MY (kip-ft) 4.144 7.222 0.123 9.401 2.329 5.395 -1 .692 MZ (kip-ft) 42.002 -34.732 -36.529 42.629 40.811 -35.889 -37.691 Print Time/Date: 08/01/2010 14:29 STAAD.Pro for Windows 20.07.04.12 Page 108 Print Run 23 of 23 .o r>T POID OC O co Q 9 Z Ou o; I n1 Ui% 3 z K<UJ o^_l Qzi Q1 UJ Zi Q1 Q<UJ Q o-ill 0*s f 3 S: 1 1 I 1 5> 1 (COLUMNc * mQ.•2 mQ. 5 C ^ in_Q. 1/1Q. 5 «ii mQ. 2 inQ. ii 4± ^ inn •2 v) •2 o 0 0 r>iCM O LCIup "+" 0 O O d o | + o 0 0 rH O 00 0 O O CM O OCM «-Hr-vCL o 0 q (N(N O Lf)up "+" 0 O O 00 O J+ O 0 0 rsl O Lf) CM 0d O CO orxfM CMt^CL O O q T-i O 0<H "+" 0o o nri o no "+" O 0 0 fM LPJ 00PM 0d 0 fM O IDm POr>.Q. 0 O q fMfM Os "+" 0o o 00 o o ^~ + o 0 LD fM O 00«H 0 O 0 PO oofM *frr-Q. 0o q fMfM O LTIup "+" 0o o 00 o ot "+" o 0 0 PO o l<PO o d 0 fM o LT)fM LT)r-.CL 0o 0dfM o LT)up "+" 0o o06 o o ^~"+" o 0 LTI rH oin fM od LD fM oinfM UD£ 0o 0dfM omup "+" 0o o06 oo? + o 0 o rH o l< o d 0 rH 0 0fM 1^r^CL 0o q fMfM ooup + 0o o 06 o o ^>"+" o o o fM o U3i-( O d LD fM 0 0fM 00fv.CL O O q fMfM 0 LTIup + oo o06 0o7 + o o o fM o d<-H o d 0 fM 0 unfM enr*.Q. q 00un o 00 LT) fM "+" LTI LD (S) LD d o t-i "+" LTI uufM 0 fO O 00T-H 0 LT) O rsl O fMr-i gQ. q LT)1^ in ^ o i+ 0 « 0 PO o PO ~+~ q LD^t LT) fM O 00 0 ^tfM O PM O OiH »-l 00Q. Olm 01 O•o els.2 <£ ig "•4—• ^ C5 -3 ~ « I 1c £ £ §O _ro 00 c O Co4-*uO) ^15 4-» O Ol- •5 0)in O 4-> ro rou u .- =.a c co cro _c in 'xro "ro "j 4-" ^C reO OM ~—-c -ao Z * S3 O o 45 •S I .2 m ataQ. E a. 2 So +; *jc re njeu -a i"D 01 in cu 5 -oa. > .2+j c "5.ro — Q.i "D ro litS ro r O .£ >-u - 5 roO rS ac y. o (u = _ if! ro Ti u -o "5O) M V ^ J= 4->4-1 JG rtl *r ™ C O ^ 4J O O oc g to u — gto 01 _ •—• •—• co ~UJ T3 _ rH CM -S 0 o ill " ^ 15.Z ^" CN" PO" ^" ro ii in QO 1~ C T3 S * 2= § 3s 5 srQJ (U E u.TOo c £ § -D .l°| -2 C r* QJ 3 -S .Et § -gQJ — E> = oO < u LO THE END Page 110 P16390 Legoland Carlsbad, California Tower-1 Calculation (Rev-O, Oct, 2009) Description Page 1. Design criteria and loading information 1 - 7 2. Tower-1 analysis and design 8-72 3. Displacement check 73-80 4. Member end force and connection design 81-91 5. Reactions and loading table 92 - 117 WHITE WAT ice Whitewater West Industries lid. • 6700 McMillan Way - Richmond • B.C. • Ccmocb • V6W Ij7 Tel i&04] 273-1068 - Fax |604j 273-4518 e-mail- whitewoter@whilewalerwejf.com 16390 LEGOLAND TOWER-1 DESIGN CRITERIA 1 2 3 4 CODE DESIGN LOADING a DEAD LOAD b LIVE LOAD c WIND LOAD CBC2007, AISC LRFD-05, ASCE-7-05 GUARDRAIL & THEME EACH SIDE 4" THK CONCR ON DECK BUCKET AND THEME ON ROOF ROOF METAL DECK + THEME 4'-6" WIDTH STAIR WITH 1.5" CONC PAD 5' WIDTH STAIR WITH 1.5" CONC PAD SLIDE SLIDE A SLIDE B PLATFORM / LANDING/ STAIR:'ft^E?S'£-•irKifSJr" SLIDE SLIDE A SLIDE B (85mph. Basic wind pressure = 26psf) P81-24" PIPE COLUMN P80-12" STD PIPE COLUMN COLUMNS (ASSUME THEME AROUND TOWER) 26psf'50V3= COLUMNS FROM PLATFORM TO ROOF (ASSUME THEME 3') 26psf3'= RAILING +STRINGER+THEME (6'H) 26psf*6'= 5' WIDTH STAIR FACE (ONE EACH STRINGER) 26psf*2.5'= ROOF THEME AT EA. CORNER COLUMN 26psf8"872= SLIDE SLIDE A SLDIE 8 50 ppf 42psf 2.5 kips 15 psf 200 ppf 220 ppf 700 Ibs 220 Ibs 100 psf , aiMimgf &-~~JM;f>P' ^< 2100 Ibs 720 Ibs 30 ppf 14 ppf 433 ppf 78 ppf 156 ppf 65 ppf 850 Ibs 1400 Ibs 640 Ibs cf SEISMIC LOAD (NO BUILDING STRUCUTRE NOT SIMILAR TO BUILDING) SEISMIC IMPORTANCE FACTOR, l= 1.0 OCCUPANCY CATEGORY. II MAPPED SPECTRAL RESPONSE ACCELERATIONS, Ss= 1.266 Si= SITE CLASS, D SPECTRAL RESPONSE COEFFICIENTS, SDS= 0.844 $m= SEISMIC DESIGN CATEGORY D BASIC SEISMIC-FORCE-RESITING SYSTEM - BRACED FRAME DESIGN BASE SHEAR, Eh= Cs'W= 0.56W VERTICAL LOAD EFFECT Ev= 0.2Sos*D= SEISMIC RESPONSE COEFFICIENT, Cs= 0.56 RESPONSE MODIFICATION FACTOR, R= 1.S 0.478 0.485 0.1688D ANALYSIS PROCEDURE USED EQUIVALENT LATERAL FORCE ANAYLSIS e SNOW LOAD For moment frame, R=1 .0 Oppf STRUCTURAL STEEL GRADE IN DESIGN CHANNEL W-BEAM HSS PIPE PLATE & MIS. BOLT IN DESIGN Fymin = 36 ksi Fymin = 50 ksi Fymin = 50 ksi Fymin = 42 ksi Fymin = 36 ksi (A325 BOLT) MEMBERING IN STAAD MODEL a STRINGER b BRACE c BEAM d COLUMN e CANOPY f MISC(DUMMY) g STAIR TREAD C10 KNEE BRACE HORI BRACE DIAG. BRACE C10 W10 W12 W14 W1 2 UNDER STAIR W10 ROOF BEAM W1 4 HSS BEAM COLUMN 1000 2000 2100 2200 3000 3100 3200 3300 3400 3500 3600 4000 7100 TO 8200 11000 12000 20000 10000 Roof live loa< Page 2 Tower STAAD model load list Load Case Case-1 - - Case-2 Case-3 Case-4 Case-5 Case-6 Case-7 Dead load Livejoad ~ Wind -X Wind -Z EQ-X EQ-Z EQ-DN _ .. 1 2 3 4 5 6 7 ~8J g 10 11 1 2" " "3 41 5 6 7 1 2 3 4, 5 6 r _8i 9 1 2 3 4 i 5 6" "~ 7 8 9 (56%*W 11 2r 3 4 5 6 7 8 9 10 l~ IT '56%'W 1 2 3 L 4 5 6 7 8 9 10 11 FY= GYV GY= GY= GY= GY= GY= FY= FY= FY= FY= GY= GY= GY= GY= GY= FY= FY= PX= PX= "1 PX= PX= PX= PX= FX= '" FX= FX= PZ= PZ- PZ= PZ= PZ= PZ= FZ= FZ= PZ= )" ~ FX= GX= GX= GX= GX= GX= GX= FX= FX= FX= FX= ) FZ= GZ= GZ= GZ= GZ= GZ= GZ= FZ= FZ= FZ= [FZ. (17%* W) 1 2 3 4 5 6 7 8 9 "To TT FY= GY= GY= GY= GY= ^Y= GY= FY= FY= FY= ~ FY= ~.1 -50 -113 -125 -250 -130 -75 -700 ___^220| -1250 -5250 -225 -250 -500 -250 •SO -2100 -720 30 14 433 78 156 65 1400 640 850 30 14 433 78 156 65 1350 640 850 0.56 28 64 70 140 80 42 400 123 700 2940 6.56 28 64 70 140 ' 80 42 400 123 700 2940 -0.17 -8.5 -19 -22 -43 -22 -13 -120 -38 -213 -893 BPLee! _ippfppfppt EPJ Ibs Ibs Ibs Ibs ppf ppf PPf ppf PPfIbs Ibs ppf epl BPJ PPL __ ...ppf PJ*Ibs Ibs Ibs EB!ppfppfppf IBP![ifilbs Ibs Ibs ppf PPfppf ppf ppf PPf Ibs Ibs Ibs Ibs "" -- PPf PPf PJL_ ppj Ibs Ibs bs bs PPJ ppf Pgf EPL £Pf £Pl_ bs bs bs" "bs Notes SelfweigW of structure Railing & theme selfweight Landing deck weight on 4.5' width stair stringer Landing deck weight on 5' width stair stringer Platform deck weight on 5' spacing beam Platform deck weight on edge beam Roof & theme weight at beam Slide A s/w Slide B s/w Bucket & theme @ two points Theme wall on each column 35'*15"10psf ibbpsf on 4.5' width stair stringer 100psf on5' width stair stringer 1 0Opsf on platform beam @ 5' space _^_ Platfrom edge beam I~U~~ Rod toe load at canter beam <^siide A s/w be a Slide B s/w app P81 24" columns TOO P80 12" columns Main tower columns W/ theme COn Roof columns W/ theme Railing+stringer+theme 5' Stair face wind load at each strigner Slide A Slide B Roof Theme at each corner column P81 24" columns P80 1 2" columns Main tower columns W/ theme Roof columns W/ theme Railing+stringer+theme 5' Stair face wind load at each strigner SlideA ~~ Slide B Roof Theme at each corner column — - — - — Selfweight of structure Railing & theme selfweight'0.56 Landing deck weight on 4.5' width stair stringer*0.56 Landing deck weight on 5' width stair stringer*0.56 Platform deck weight on 5' spacing beam*0.56 Platform deck weight on edge beam*0.56 Roof selfweight at beams*0.56 Slide A s/w '0.56 Slide B s/w *0.56 Bucket & theme *0.56 _ Theme wall on each column 35"15"8psf'0.56 Selfweight of structure Railing & theme selfweight*0.17 Landing deck weight on 4.5' width stair stringer*0.56 Landing deck weight on 5' width stair stringer*0.56 Platform deck weight on 5' spacing^bearr^O.56 Platform deck weight on edge beam*0.56 Roof selfweight at beams*0.56 Slide A s/w '0.56 Slide B s/w '0.56 Bucket & theme *0.56 Theme wall on each column 35'*15"8psf'0.56 Selfweight of structure Railing & theme selfweight Landing deck weight on 4.5' width stair stringer Landing deck weight on 5' width stair stringer Platform deck weight on 5' spacing beam Platform deck weight on edge beam 3oof selfweight at beams Slide A s/w Slide B s/w Bucket & theme '0.17 ^ ~" ~ " ~" ' Theme wall on each column 35'*15"8psf"b.17 psf Tl Sp lied f ed serv psf roof live load cing 5' c/c, same load for edge beam Page6 Tuesday, October 06, 2009, 01:19 PM STAAD SPACE — PAGE NO.19 993. 994 . 995. 996. 997. 998 . 999. 1000. 1001. 1002. 1003. 1004. 1005. 1006. 1007. 1008. 1009. 1010. 1011 . 1012. 1013. 1014 . 1015. 1016. 1017. 1018. 1019. 1020. 1021 . 1022. 1023. 1024. 1025. 1026. 1027. 1028. 1029. 1030 . 1031. 1032. 1033. 1034. 1035. 1036. 1037 . 1038. 1039. 1040. 1041. 1042. 1043. 1044. 1045. 1046. 1047. 1048. 3601 3.1.01 31.14 * * LOAD 3602 3606 3609 3612 3615 3618 TO 3632 ONI GY -50 CON GY -?100 3 ^^L CON GY -720 4 ^""""x. ^v. ^\Rooi 3 LOADTYPE NONE TITLE WIND - X MEMBER LOAD 8100 8000 7100 1626 1000 1599 1091 3101 3114 UNI PX 30 UNI PX 14 7101 7300 TO 7306 7400 7401 7600 TO 7603 7700 7701 7900 7901 UNI PX 433 7102 7307 7702 7902 UNI PX 78 TO 1037 1039 TO 1041 1045 1047 1049 TO 1089 1101 1102 1570 1596 1597 - 1602 TO 1617 3100 3101 3104 3105 3114 TO 3116 UNI PX 156 TO 1100 1576 TO 1593 UNI PX 65 CON GX 1400 3 CON GX 640 4 JOINT LOAD 7103 * * LOAD 7308 7703 7903 FX 850 k*******************5jjND_ ^ ************************************ 4 LOADTYPE NONE TITLE WIND - Z MEMBER LOAD 8100 8000 7100 7102 1042 3201 1000 3101 3114 UNI PZ 30 UNI PZ 14 7101 7200 TO 7203 7300 TO 7306 7700 7701 7800 7801 7900 7901 UNI PZ 433 7307 7702 7902 UNI PZ 78 1046 1089 TO 1102 1564 1565 1569 1571 1576 TO 1594 1600 1619 1621 3200 • TO 3211 UNI PZ 156 TO 1037 1049 TO 1086 1596 1597 1602 TO 1617 UNI PZ 65 CON GZ 1400 3 CON GZ 640 4 JOINT LOAD 7103 * * LOAD 7308 7703 7903 FZ 850 5 LOADTYPE NONE TITLE EQ - X SELFWEIGHT X 0.56 LIST 1000 TO 1102 1500 TO 1628 2000 TO 2003 2100 TO 2114 - 2200 3500 7200 7800 TO 2223 3100 TO 3116 3200 TO 3211 3300 TO 3305 3400 TO 3410 - TO 3505 3600 TO 3632 3700 TO 3711 4000 TO 4005 7100 TO 7102 - TO 7203 7300 TO 7307 7400 7401 7500 TO 7502 7600 TO 7603 7700 TO 7702 - 7801 7900 TO 7902 8000 8100 10001 TO 10091 20000 TO 20019 MEMBER LOAD 1000 1500 1626 1038 1573 1087 1600 3102 3100 3601 3101 TO 1037 1039 1041 1042 1044 TO 1047 1049 TO 1089 1091 TO 1102 - TO 1539 1543 1544 1546 TO 1566 1570 TO 1594 1596 TO 1600 1602 TO 1624 - 3100 3101 3104 3114 3200 TO 3211 UNI GX 28 TO 1041 1043 1045 1047 1048 1087 TO 1090 1101 1102 1546 TO 1549 1572 - TO 1575 1594 1595 1598 1600 UNI GX 64 1541 1544 1546 TO 1549 1565 1566 1568 1569 1572 TO 1575 1594 1595 1598 • 1618 1620 1622 TO 1624 1626 UNI GX 70 3103 3106 TO 3113 UNI GX 140 3101 3104 3105 3114 TO 3116 UNI GX 80 3602 3606 3609 3612 3615 3618 TO 3632 UNI GX 42 CON GX 400 3 live load on beams C:\IVAN WORK\DESIGN\16390 Legoland\Design\Tower-l\Model\163?0 Tower-1-1.anl Page 19 of 58 P16390 Legoland Carlsbad, California Tower-1 Calculation (Rev-0, Oct, 2009) Description Page 1. Design criteria and loading information 1 - 7 2. Tower-1 analysis and design 8-72 3. Displacement check 73 — 80 4. Member end force and connection design 81-91 5. Reactions and loading table 92 - 117 Corporate Head Office Whitewater West Industries ltd. - 6700 McMillan Way • Ri< Tel (604! 273-1068- Fax (604) 273-4518 • e-mail: whi DESIGN CRITIERA & LOADING INFORMATION Pagel 16390 LEGOLAND TOWER-1 DESIGN CRITERIA 1 2 3 4 CODE DESIGN LOADING a DEAD LOAD b LIVE LOAD c WIND LOAD CBC2007, AISC LRFD-05, ASCE-7-05 GUARDRAIL & THEME EACH SIDE 4" THK CONCR ON DECK BUCKET AND THEME ON ROOF ROOF METAL DECK + THEME 4'-6" WIDTH STAIR WITH 1 .5" CONC PAD S WIDTH STAIR WITH 1.5" CONC PAD SLIDE SLIDE A SLIDE B PLATFORM / LANDING/ STAIR ROOF SLIDE SLIDE A SLIDE B (85mph, Basic wind pressure = 26psf) P81 -24" PIPE COLUMN P80-12" STD PIPE COLUMN COLUMNS (ASSUME THEME AROUND TOWER) 26psf*50V3= COLUMNS FROM PLATFORM TO' ROOF (ASSUME THEME 3') 26psf3 - RAILING +STRINGER+THEME (6'H) 26psf*6'= 5' WIDTH STAIR FACE (ONE EACH STRINGER) 26psf*2.5'= ROOF THEME AT EA. CORNER COLUMN 26psf*8'*8'/2= SLIDE SLIDE A SLDIE B SOppf 42psf 2.5 kips 15psf 200 ppf 220 ppf 700 Ibs 220 Ibs 100psf 10 psf 2100 Ibs 720 Ibs SOppf 14 ppf 433 ppf 78 ppf 156 ppf 65 ppf 850 Ibs 1400 Ibs 640 Ibs d SEISMIC LOAD (NO BUILDING STRUCUTRE NOT SIMILAR TO BUILDING) SEISMIC IMPORTANCE FACTOR, 1- 1.0 OCCUPANCY CATEGORY, li MAPPED SPECTRAL RESPONSE ACCELERATIONS, Ss= 1.266 &:- SITE CLASS, D SPECTRAL RESPONSE COEFFICIENTS, SDS= 0.844 Sij>= SEISMIC DESIGN CATEGORY D BASIC SEISMIC-FORCE-RESITING SYSTEM - BRACED FRAME DESIGN BASE SHEAR, Et,= Cs"W= 0.56W VERTICAL LOAD EFFECT Ev= 0.2SDS*D= SEISMIC RESPONSE COEFFICIENT, Cs= 0.56 RESPONSE MODIFICATION FACTOR, R= 1.5 0.478 0.485 0.1688D ANALYSIS PROCEDURE USED EQUIVALENT LATERAL FORCE ANAYLSJS e SNOW LOAD For moment frame, R=1 .0 Oppf STRUCTURAL STEEL GRADE IN DESIGN CHANNEL W-BEAM HSS PIPE PLATE & MIS. BOLT IN DESIGN Fymin = 36 ksi Fymin = 50 ksi Fymin = 50 ksi Fymin = 42 ksi Fymin = 36 ksi (A325 BOLT) MEMBERING IN STAAD MODEL a STRINGER b BRACE c BEAM d COLUMN e CANOPY f MISC(DUMMY) 9 STAIR TREAD C10 KNEE BRACE HORI BRACE DIAG. BRACE C10 W10 W12 W14 W12 UNDER STAIR W10 ROOF BEAM W14 HSS BEAM COLUMN 1000 2000 2100 2200 3000 3100 3200 3300 3400 3500 3600 4000 7100 TO 8200 11000 12000 20000 10000 Page 2 Derivation of applied loads. Slide :- Maximum span ( Dead Load ( Rider load (vert) ( Chain Load (vert) ( Water Load (vert) ( Fatigue ( Maintainance ( Snow ( Earthquake Wind load (varies) ( GR 14 4.27 88 1.28 1365 6.07 200 2.92 92.8 1.35 910 4.05 600 2.67 495 7.22 165.4 2.41 ft m) lb/ft kN/m) Ibs kN) Ib/ft kN/m) lb/ft kN/m) Ibs kN) Ibs kN) lb/ft kN/m) Ib/tt kN/m) Yoke Reaction at top of arm. All loads are specified not factored People Wt / person Raft Water in raft Total Wt Impact Design load 4 165 100 150 910 1.5 1365 Over 5 meters (1 6'-5") qty Ibs Ibs Ibs Ibs factor Ibs equivalent to 1 65 Ib person at 1 0"c/c. Volume Velocity Design load 8000 12 92.8 As rider load but no impact. Static Area * density Weight 24.75 20 495 Earthquake is project specific. US gpm. Ft/sec. Ibs/ft ftA2 lbs/ftA3 Ibs/ft Based on ASCE7, 100 mph (3sec gust) Exposure "C". 60 ft ht. See separate sheet. Item flat round totals (av) ASCE7 qz @60 Gust factor (G) Ax Cf x qzx G A (area ftA2) 0 5.9 5,9 27.48 0.85 165.375 Wind eg from invert. Dead Load Rider (static) Rider (dynamic V) Rider (dynamic H) Chain (static) Chain (dynamic V) Chain (dynamic H) Water (static) Water (dynamic V) Water (dynamic H) Fatigue (static) Fatigue(dynamic V) Fatigue(dynamic H) Snow Load Wind Load Dead Load Rider (static) Rider (dynamic V) Rider (dynamic H) Chain (static) Chain (dynamic V) Chain (dynamic H) Water (static) Water (dynamic V) Water (dynamic H) Fatigue (static) Fatigue(dynamic V) Fatigue(dynamic H) Snow Load Wind Load Vertical kip 1.23 1.37 0.00 2.80 0.00 1.30 0.01 0.91 0.00 6.93 0.00 (kN) 5.48 6.07 0.00 12.46 0.00 5.78 0.03 4.05 0.00 30.83 0.00 ct 1.4 1.2 1.20 psf lb/ft Horiz kip 0.47 1.11 0.00 0.25 0.31 0.00 2.32 (kN) 2.10 4.94 0.00 1.12 1.40 0.00 10.30 a x cf 0 7.08 7.08 , 2.95 Mom't kip.ft 1.41 3.31 0.00 0.75 0.94 0.00 7.99 (kN-m) 1.91 4.48 0.00 1.02 1.27 0.00 10.83 ft slide-loads-1 rev.-l 4:47pm, April 26, 2007. Dynamic Vertical (not water) Velocity Radius Acceleration Rider Dyn. Vert. Chain Dyn. Vert. Water. 0 999 0,000 0 0 ft/s ft g Ibs Ib/tt Dynamic Horizontal (not water) Velocity Radius Acceleration Chain length Sector angle from chain Chord width Rider Dyn. Horiz. ( Chain Dyn. Horiz. ( Water velocity taken as Water Dyn. Vert. Fatigue Dyn. Vert. 0.4 0,0 Ib/tt Ibs Geometric Information top of arm to invert Water Dyn. Horiz. ( Fatigue. * Dyn. Horiz. ( invert to center of rider radius invert to eg of applied wind force. . PI I n 16 23 0.35 16.4 40.85 16.05 471.8 2.10 69.1 1.01 12 18,0 0.26 314,6 1.40 ft/sft g ft deg ft Ibs kN) lb/ft kN/m) ft/s Ib/tt kN/m) Ibs kN) EZ 0.5ft 2.48ft 2.95 ftr~n V^__ L (0.15m) (0.76 m) (0.90 m) ^\ Ax WiyIz 43.44 1 108495 3935 inA2 inM inA4 inA4 Riser not included in calculation of Ax, Ix, Iy, Iz. Assume no torsion capacity for open flume. Thick=0.24" PageS Derivation of applied loads. Slide :- Maximum span ( Dead Load ( Rider load (vert) ( Chain Load (vert) ( Water Load (vert) ( Fatigue ( Maintainance ( Snow ( Earthquake Wind load (varies) ( GS 20 6.10 27 0.39 600 2.67 105 1.53 13.9 0.20 165 0.73 600 2.67 154.2 2.25 127.3 1.86 ft m) lb/ft kN/m) Ibs kN) lb/ft kN/m) Ib/tt kN/m) Ibs kN) Ibs kN) lb/ft kN/m) Ib/tt kN/m) Yoke Reaction at top of arm. All loads are specified not factored People Wt / person Raft Water in raft Total Wt Impact Design load 2 198 0 0 396 1.5 594 Over 5 meters (1 6-5") equivalent to 1 65 Ib Volume Velocity Design load qty Ibs Ibs Ibs Ibs factor Ibs person at 19"c/c. 1200 12 13.9 As rider load but no impact. Static Area * density Weight 7.71 20 USgpm. Ft/sec. Ibs/ft ftA2 lbs/ftA3 154.2 Ibs/ft Earthquake is project specific. Based on ASCE7, 1 00 mph (3sec gust) Exposure "C". 60 ft ht. See separate sheet. Item flat round totals (av) ASCE7 qz @60 Gust factor (G) Ax Cf x qzx G A(areaftA2)| cf 1.75 1.4 2.5 1.2 4.25 1.28 27.48 psf 0.85 127.301 Wind eg from invert. Dead Load Rider (static) Rider (dynamic V) Rider (dynamic H) Chain (static) Chain (dynamic V) Chain (dynamic H) Water (static) Water (dynamic V) Water (dynamic H) Fatigue (static) Fatiguefdynamic V) Fatigue(dynamic H) Snow Load Wind Load Dead Load Rider (static) Rider (dynamic V) Rider (dynamic H) Chain (static) Chain (dynamic V) Chain (dynamic H) Water (static) Water (dynamic V) Water (dynamic H) Fatigue (static) Fatiguefdynamic V) Fatiguefdynamic H) Snow Load Wind Load Vertical kip 0.54 0.60 0.00 2.10 0.00 0.28 0.00 0.17 0.00 3.08 0.00 (kN) 2.40 2.67 0.00 9.34 0.00 1.24 0.01 0.73 0.00 13.72 0.00 lb/ft Horiz kip 0.48 1.22 0.00 0.12 0.13 0.00 2.55 (kN) 2.12 5.43 0.00 0.55 0.58 0.00 11.33 ax cf 2.45 3 5.45 2.21 Mom't kip.ft 1.42 3.64 0.00 0.37 0.39 0.00 6.89 (kN-m) 1.93 4.93 0.00 0.50 0.53 0.00 9.34 ft slide-loads- 1 rev.-l 4:47pm, April 26, 2007. Dynamic Vertical (not water) Velocity Radius Acceleration Rider Dyn. Vert. Chain Dyn. Vert. Water 0 999 0,000 0 0 ft/s tt g Ibs Ib/tt Dynamic Horizontal (not water) Velocity Radius Acceleration Chain length Sector angle from chain Chord width Rider Dyn. Horiz. ( Chain Dyn. Horiz. ( Water velocity taken as Water Dyn. Vert. Fatigue 0.1 Dyn. Vert. 6.0 Ib/tt Ibs Geometric Information top of arm to invert Water Dyn. Horiz. ( Fatigue. Dyn. Horiz. ( invert to center of rider radius invert to eg of applied wind force. — | Ax IxiyIz V € 16 10 0.80 16.4 93.95 14.62 477.6 2.12 83.5 1.22 12 6.2 0.09 ... .131.2 0.58 0.5 2.48 2.21 ft/s ft g ft deg ft Ibs kN) lb/ft kN/m) ft/s | Ilb/ft kN/m) Ibs kN) ft ft ft I \ 21 Z / 29 — 4T 94 22.02 1 6924 2355 inA2 inA4 nA4 inA4 Riser not included in calculation of Ax, Ix, ly, Iz. Assume no torsion capacity for open flume. Thick=0.24" (0.15m) (0.76 m)(0.67 m) 27 92 Page 4 Seismic Effect and Combinations (IBC 2006, ASCE 7-05) Job Number: 16390 City: Legoland, Carlsbad, California Structure Tower-1 11/09/2009 Ss S, Fa Fv 1.266 0.478 1 1.52 V = CSW = 0,56 W Ev=0.2*Sos*D= 0.17 D 2 ^DS ~^^MS ~~ 0.84 2 Sm = -$M\ ~ 0.49 SMS=faSs= 1.27 SMt = f,S, = 0.73 l= 1.00 Site Class Occupancy Group Seismic Design Category 2 D II D 12.8-1 12.4.2.2 11.4.4 11.4.4 11.4.3 11.4.3 Table 11. 5-1 R= 1.50 (no buiding structure similar to buildings) Table 15.4-1 TL = 8.00 s hn = 36.50 ft C, = 0.02 x = 0.75 Ta = 0.30 s Figure. 22.15-22.20 12.8.2.1 Table 12.8-2 Table 12.8-2 12.8.2.1 Page 5 Tower STAAD model load list Load Case Case-1 Case-2 Case -3 Case-4 Case-5 Case-6 Case-7 Dead load Live load Wind -X Wind -Z EQ-X EQ-Z EQ-DN 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 9 (56%'W 1 2 3 4 5 6 7 8 9 10 11 *56%*W 1 2 3 4 5 6 7 8 9 10 11 (17%-W 1 2 3 4 5 6 7 8 9 10 11 FY= GY= GY= GY= GY= GY= GY= FY= FY= FY= FY= GY= GY= GY= GY= GY= FY= FY= PX= PX= PX= PX= PX= PX= FX= FX= FX= PZ= PZ= PZ= PZ= PZ= PZ= FZ= FZ= PZ= FX= GX= GX= GX= GX= GX= GX= FX= FX= FX= FX= FZ= GZ= GZ= GZ= GZ= GZ= GZ= FZ= FZ= FZ= FZ= FY= GY= GY= GY= GY= GY= GY= FY= FY= FY= FY= -1 -50 -113 -125 -250 -130 -75 -700 -220 -1250 -5250 -225 -250 -500 -250 -50 -2100 -720 30 14 433 78 156 65 1400 640 850 30 14 433 78 156 65 1350 640 850 0.56 28 64 70 140 80 42 400 123 700 2940 0.56 28 64 70 140 80 42 400 123 700 2940 -0.17 -8.5 -19 -22 -43 -22 -13 -120 -38 -213 -893 ppf ppf ppf ppf ppf ppf Ibs Ibs Ibs Ibs ppf ~~l ppf ppf ppf ppf Ibs ^ Ibs __| ppf ppf PPf ppf ppf ppf Ibs Ibs Ibs ppf ppf ppf ppf PPf PPf Ibs Ibs Ibs PPf ppf ppf ppf PPf PPf Ibs Ibs Ibs Ibs PPf PPf PPf PPf PPf PPf Ibs Ibs Ibs Ibs PPf ppf ppf ppf PPf PPf bs bs bs bs Notes Selfweight of structure Railing & theme selfweight Landing deck weight on 4.5' width stair stringer Landing deck weight on 5' width stair stringer Platform deck weight on 5' spacing beam Platform deck weight on edge beam Roof & theme weight at beam Slide A s/w Slide B s/w Bucket & theme @ two points Theme wall on each column 35"15'*10psf 100psf on 4.5' width stair stringer 100psf on5' width stair stringer 100psf on platform beam @ 5' space Platfrom edge beam Roof live load at center beam Slide A s/w Slide B s/w P81 24" columns P80 12" columns Main tower columns W/ theme Roof columns W/ theme Railing+stringer+theme 5' Stair face wind load at each strigner Slide A SlideB Roof Theme at each comer column P81 24" columns P80 12" columns Main tower columns W/ theme Roof columns W/ theme Railing+stringer-*- theme 5' Stair face wind load at each strigner Slide A Slide B Roof Theme at each comer column Selfweight of structure Railing & theme selfweight"0.56 Landing deck weight on 4.5' width stair stringer*0.56 Landing deck weight on 5' width stair stringer*0.56 Platform deck weight on 5' spacing beam*0.56 Platform deck weight on edge beam*0.56 Roof selfweight at beams*0.56 Slide A s/w *0.56 Slide B s/w "0.56 Bucket & theme *0.56 Theme wall on each column 35'*15'*8psf*0.56 Selfweight of structure Railing & theme selfweight*0.17 Landing deck weight on 4.5' width stair stringer*0.56 Landing deck weight on 5' width stair stringer*0.56 Platform deck weight on 5' spacing beam*0.56 Platform deck weight on edge beam*0.56 Roof selfweight at beams'0.56 Slide A s/w '0.56 Slide B s/w *0.56 Bucket & theme *0.56 Theme wall on each column 35'*15'*8psf"0.56 Selfweight of structure Railing & theme selfweight _anding deck weight on 4.5' width stair stringer Landing deck weight on 5' width stair stringer 3latform deck weight on 5' spacing beam 3latform deck weight on edge beam Roof selfweight at beams Slide A s/w Slide B s/w Bucket & theme *0.17 Theme wall on each column 35"15'*8psf*0.17 Page 6 Tower Load Combinations Building Code:CBC2007 LRFD 1605.2.1 (NOBUILDING STRUCTURE SIMILAR TO BUILDING) Load case > 1.4D (eq.16-1) 1.2D+1.6L(eq.16-2) 1.2D+1.6L+1. 6*0.1 6W (eq.16-3*) (40MPH) (Normal Operation) 1.2D+1.6W(eq.16-4*) 1.2D+1.0L+1.0E(eq.16-5) 0.9D+1.6W(eq.16-6) 0.9D+1.0E(eq.16-7) Load comb 10 20 30 31 32 33 34 35 36 37 40 41 42 43 44 45 46 47 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 70 71 72 73 74 75 76 77 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 1 Dead down 1.4 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 2 Live down 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3 Wind toX 0.26 -0.26 0.2 0.2 -0.2 -0.2 1.6 -1.6 1.2 1.2 -1.2 -1.2 1.6 -1.6 1.2 1.2 -1.2 -1.2 4 Wind toZ 0.26 -0.26 0.2 -0.2 0.2 -0.2 1.6 -1.6 1.2 -1.2 1.2 -1.2 1.6 -1.6 1.2 -1.2 1.2 -1.2 5 Quake toX 1 -1 1 -1 0.75 0.75 -0.75 -0.75 0.75 0.75 -0.75 -0.75 1 -1 1 -1 0.75 0.75 -0.75 -0.75 0.75 0.75 -0.75 -0.75 6 Quake toZ 1 -1 1 -1 0.75 -0.75 0.75 -0.75 0.75 -0.75 0.75 -0.75 1 -1 1 -1 0.75 -0.75 0.75 -0.75 0.75 -0.75 0.75 -0.75 7 Quake down 1 1 1 1 -1 -1 -1 -1 1 1 1 1 -1 -1 -1 -1 1 1 1 1 -1 -1 -1 -1 1 1 1 1 -1 -1 -1 -1 Page? TOWER-1 ANALYSIS & DESIGN Page 8 Software licensed to wwi 16390 partTower-1 Job Title LEGOLAND By Date08-SEP-09 Chd Client CALIFORNIA Rl16 16390 Tower-1 -1 .std Date/Time 06-Oct-2009 11:58 Y Print Time/Date: 06/10/2009 13:02 STAAD.Pro for Windows 20.07.04.12 Page 9 Print Run 1 of 1 Software licensed to wwi 16390 Sheet No PartTower-1 Job Title LEGOLAND Ref By Dat€08-SEP-09 Chd Client CALIFORNIA File 16390 Tower-1 -1 .std | o^emme Q6-Qct-2009 11:58 Y Print Time/Date: 06/10/2009 13:02 STAAD.Pro for Windows 20.07.04.12 Page 10 Print Run 1 of 1 Software licensed to wwi Job No 16390 Sheet No Rev partTower-1 Job Title LEGOLAND By DaU08-SEP-09 Chd Client CALIFORNIA File 16390 Tower-1 -1 .std Date/rime o6-Oct-2009 11:58 '•o a o-,•Q, O- OQ.,, 05" c °'* *•" oA o 4ooo Print Time/Data: 06/10/2009 13.03 STAAD.Pro for Windows 20.07.04.12 Page 11 Print Run 1 of 1 Software licensed to wwi Job No 16390 Sheet No partTower-1 Job Title LEGOLAND Ref By XY Date08-SEP-09 chd Client CALIFORNIA File 16390 Tower-1 -1 .std 06-Oct-2009 11:58 Y *100 03 ( H Print Time/Date: 06/10/2009 13:03 STAAD.Pro for Windows 20.07.04.12 Page 12 Print Run 1 of 1 Software licensed to wwi 16390 Sheet No PartTower-1 Job Title LEGOLAND Ref By Dat£08-SEP-09 Chd Client CALIFORNIA File 16390 Tower-1 -1 .sld Date/rime Q6-Oct-2009 11:58 3629 3603© Y '103410','103210(«4035•103010033033• 102810B38 031,-1026100283",-10241002807..-102210024025,-102010023023/101810028 021,-101610018019 .'181410018017 *' 1012100T4015•101010013013•ieo8ioofaoii•looeiooffaoog•1004100,08007•1002100040051000100J3003-1001 Print Time/Date: 06/10/2009 13:04 STAAD.Pro for Windows 20.07.04.12 Page 13 Print Run 1 of 1 Software licensed to wwi Job No 16390 Sheet No Rev PartTower-1 Job Title LEGOLAND Ref By Date08-SEP-09 Chd Client CALIFORNIA Rle 16390 Tower-1 -1 .std | Da'emme Q6-Qct-2009 11:58 Y Print Time/Date: 06/10/2009 13.04 STAAD.Pro for Windows 20.07.04.12 Page 14 Print Run 1 of 1 Tuesday, October 06, 2009, 01:19 PM PAGE NO. 1 * STAAD.Pro * Version 2007 Build 04 * Proprietary Program of * Research Engineers, Intl. * Date= OCT 6, 2009 * Time= 13:17:39 * USER ID: mi ******************************************** 1. STAAD SPACE INPUT FILE: 16390 Tower-1-1.STD 2. START JOB INFORMATION 3. ENGINEER DATE 08-SEP-09 4. JOB NAME LEGOLAND 5. JOB CLIENT CALIFORNIA 6. JOB NO 16390 7. ENGINEER NAME XY 8. JOB PART TOWER-1 9. END JOB INFORMATION 10. INPUT WIDTH 79 11. UNIT FEET KIP 12. JOINT COORDINATES 13. 1 -3.34002 101.404 58 14. 2 -3.34002 101.404 63 15. 3 48.5 101.404 63.4261 16. 4 53 101.404 63.4261 17. 5 -2.42302 101.988 58 18. 6 -2.42302 101.988 63 19. 7 48.5 101.988 62.5091 20. 8 53 101.988 62.5091 21. 9 -1.50602 102.572 58 22. 10 -1.50602 102.572 63 23. 11 48.5 102.572 61.5921 24. 12 53 102.572 61.5921 25. 13 -0.589016 103.156 58 26. 14 -0.589016 103.156 63 27. 15 48.5 103.156 60.6751 28. 16 53 103.156 60.6751 29. 17 0.327985 103.74 58 30. 18 0.327985 103.74 63 31. 19 48.5 103.74 59.7581 32. 20 53 103.74 59.7581 33. 21 1.24499 104.324 58 34. 22 1.24499 104.324 63 35. 23 48.5 104.324 58.8411 36. 24 53 104.324 58.8411 37. 25 2.16199 104.908 58 38. 26 2.16199 104.908 63 39. 27 48.5 104.908 57.9241 40. 28 53 104.908 57.9241 Page 15C:\IVAN WORK\DESIGN\16390 Legoland\Design\Tower-l\Model\16390 Tower-1-1.anl Page 1 of 58 STAAD SPACE Tuesday, October 06, 2009, 01:19 PM — PAGE NO. 41. 42. 43. 44. 45. 46. 47. 48. 49. 50. 51. 52. 53. 54. 55. 56. 57. 58. 59. 60. 61. 62. 63. 64. 65. 66. 67. 68. 69. 70. 71. 72. 73. 74. 75. 76. 77. 78. 79. 80. 81. 82. 83. 84. 85. 86. 87. 90. 91. 92. 93. 94. 95. 96. 29 3.07899 105.492 58 30 3.07899 105.492 63 31 48.5 105.492 57.007 32 53 105.492 57.007 33 3.99599 106.076 58 34 3.99599 106.076 63 35 48.5 106.076 56.09 36 53 106.076 56.09 37 4.91299 106.66 58 38 4.91299 106.66 63 39 48.5 106.66 55.173 40 53 106.66 55.173 41 5.82999 107.244 58 42 5.82999 107.244 63 43 48.5 107.244 54.256 44 53 107.244 54.256 45 6.74699 107.828 58 46 6.74699 107.828 63 47 48.5 107.828 53.339 48 53 107.828 53.339 49 7.66399 108.412 58 50 7.66399 108.412 63 51 48.5 108.412 52.422 52 53 108.412 52.422 53 8.58099 108.996 58 54 8.58099 108.996 63 55 48.5 108.996 51.505 56 53 108.996 51.505 57 9.498 109.58 58 58 9.498 109.58 63 59 48.5 109.58 50.588 60 53 109.58 50.588 61 10.415 110.164 58 62 10.415 110.164 63 63 48.5 110.164 49.671 64 53 110.164 49.671 65 11.332 110.748 58 66 11.332 110.748 63 67 48.5 110.748 48.754 68 53 110.748 48.754 69 15 110.85 63 70 15 110.85 58 71 17 110.85 65 72 22 110.85 65 73 12.249 111.332 58 74 12.249 111.332 63 75 48.5 111.332 47.837 76 53 111.332 47.837 77 48.5 111.5 43.083 78 53 111.5 43.083 79 47.5 111.5 43.083 80 43 111.5 43.083 81 82 13.166 111.916 58 13.166 111.916 63 83 48.5 111.916 46.92 84 53 111.916 46.92 Page 16C:\IVAN WORK\DESIGN\16390 Legoland\Design\Touer-1\Model\16330 Tower-1-1.anl Page 2 of 58 STAAD SPACE Tuesday, October 06, 2009, 01:19 PM — PAGE NO. 97. 98. 99. 100. 101. 102. 103. 104. 105. 106. 107. 108. 109. 110. 111. 112. 113. 114. 115. 116. 117. 118. 119. 120. 121. 122. 123. 124. 125. 126. 127. 128. 129. 130. 131. 132. 133. 134. 135. 136. 137. 138. 139. 140. 141. 142. 143. 144 . 145. 146. 147. 148. 149. 150. 151. 152. 85 17 112.496 65 86 22 112.496 65 87 17 112.496 63 88 17 112.496 58 89 22 112.496 63 90 17 112.496 57.419 91 22 112.496 57.419 92 22 112.496 58 93 14.083 112.5 63 94 14.083 112.5 58 95 15 112.5 96 15 112.5 63 58 97 48.5 112.5 43.083 98 53 112.5 43.083 99 48.5 112.5 46.003 100 53 112.5 46.003 101 48.5 112.5 41.083 102 53 112.5 41.083 103 47.5 112.5 43.083 104 43 112.5 43.083 105 47.5 112.5 41.083 106 43 112.5 41.083 107 47.5 112.5 44.236 108 43 112.5 44.236 109 47.5 113.071 45.149 110 43 113.071 45.149 111 17 113.079 56.502 112 22 113.079 56.502 113 47.5 113.655 46.062 114 43 113.655 46.062 115 17 113.663 55.585 116 22 113.663 55.585 117 7.5 114 80 118 7.5 114 65 119 7.5 114 50 120 0 114 72.5 121 15 114 72.5 122 30 114 72.5 123 47.5 114.239 46.975 124 43 114.239 46.975 125 17 114.247 54.668 126 22 114.247 54.668 127 47.5 114.823 47.888 128 43 114.823 47.888 129 17 114.831 53.751 130 22 114.831 53.751 131 17 114.916 50 132 22 114.916 50 133 15 114.916 43 134 15 114.916 48 135 47.5 115.407 48.801 136 43 115.407 48.801 137 17 115.415 52.834 138 22 115.415 52.834 139 47.5 115.991 49.714 140 43 115.991 49.714 Page 17C:\IVAN »ORK\DESIGN\16390 Legoland\Design\Tower-l\Model\163'90 Tower-1-1 . anl Page 3 of 58 STAAD SPACE Tuesday, October 06, 2009, 01:19 PM — PAGE NO. 153. 141 17 115.999 51.917 154. 142 22 115.999 51.917 155. 143 22.664 116.57 43 156. 144 47.5 116.575 50.627 157. 145 43 116.575 50.627 158. 146 22.0347 116.579 43 159. 147 22.0347 116.579 48 160. 148 17 116.579 48 161. 149 17 116.579 43 162. 150 15 116.579 43 163. 151 15 116.579 48 164. 152 22.664 116.579 48 165. 153 17 116.583 51 166. 154 22 116.583 51 167. 155 17 116.583 50 168. 156 22 116.583 50 169. 157 47.5 117.159 51.54 170. 158 43 117.159 51.54 171. 159 23.581 117.161 43 172. 160 23.581 117.161 48 173. 161 47.5 117.743 52.453 174. 162 43 117.743 52.453 175. 163 24.498 117.745 43 176. 164 24.498 117.745 48 177. 165 47.5 118.327 53.366 178. 166 43 118.327 53.366 179. 167 25.415 118.329 43 180. 168 25.415 118.329 48 181. 169 47.5 118.911 54.279 182. 170 43 118.911 54.279 183. 171 26.332 118.913 43 184. 172 26.332 118.913 48 185. 173 47.5 119.495 55.192 186. 174 43 119.495 55.192 187. 175 27.249 119.497 43 188. 176 27.249 119.497 48 189. 177 30 119.671 43 190. 178 30 119.671 48 191. 179 47.5 120.079 56.105 192. 180 43 120.079 56.105 193. 181 28.166 120.081 43 194. 182 28.166 120.081 48 195. 183 37 120.41 50 196. 184 32 120.41 50 197. 185 47.5 120.663 57.018 198. 186 43 120.663 57.018 199. 187 29.083 120.665 43 200. 188 29.083 120.665 48 201. 189 47.5 121.247 57.931 202. 190 43 121.247 57.931 203. 191 30 121.249 43 204. 192 30 121.249 48 205. 193 47.5 121.831 58.844 206. 194 43 121.831 58.844 207. 195 30.917 121.833 48 208. 196 36.997 121.833 43 Page 18C:\IVAN WORK\DESIGN\16390 Legoland\Design\Tower-1\Model\16330 Tower-1-1.anl Page 4 of 58 STAAD SPACE Tuesday, October 06, 2009, 01:19 PM — PAGE NO. 209. 197 30.917 121.833 43 210. 198 36.997 121.833 48 211. 199 32 121.833 48 212. 200 32 121.833 43 213. 201 37 121.833 49.084 214. 202 32 121.833 49.084 215. 203 37 122.412 50.001 216. 204 32 122.412 50.001 217. 205 47.5 122.415 59.757 218. 206 43 122.415 59.757 219. 207 47.5 122.583 67.253 220. 208 43 122.583 62.75 221. 209 37 122.996 50.918 222. 210 32 122.996 50.918 223. 211 47.5 122.999 60.67 224. 212 43 122.999 60.67 225. 213 37 123.58 51.835 226. 214 32 123.58 51.835 227. 215 43 123.583 61.583 228. 216 47.5 123.583 67.25 229. 217 47.5 123.583 61.583 230. 218 42.585 123.583 67.25 231. 219 42.585 123.583 62.75 232. 220 43 123.583 62.75 233. 221 41.668 124.164 67.25 234. 222 41.668 124.164 62.75 235. 223 37 124.164 52.752 236. 224 32 124.164 52.752 237. 225 40.751 124.748 67.25 238. 226 40.751 124.748 62.75 239. 227 37 124.748 53.669 240. 228 32 124.748 53.669 241. 229 32 124.92 65 242. 230 37 124.92 65 243. 231 39.834 125.332 67.25 244. 232 39.834 125.332 62.75 245. 233 37 125.332 54.586 246. 234 32 125.332 54.586 247. 235 37 125.916 55.503 248. 236 32 125.916 55.503 249. 237 38.917 125.916 67.25 250. 238 38.917 125.916 62.75 251. 239 5 126.5 50 252. 240 10 126.5 50 253. 241 20 126.5 50 254. 242 25 126.5 50 255. 243 5 126.5 65 256. 244 10 126.5 65 257. 245 20 126.5 65 258. 246 25 126.5 65 259. 247 5 126.5 80 260. 248 10 126.5 80 261. 249 20 126.5 80 262. 250 25 126.5 80 263. 251 32 126.5 56.42 264. 252 37 126.5 56.42 Page 19C:\IVAN HORK\DESIGN\16390 Legoland\Design\Tower-l\Model\16350 Tower-1-1.anl Page 5 of 58 Tuesday, October 06, 2009, 01:19 PM STAAD SPACE 265. 266. 267. 268. 269. 270. 271. 272. 273. 274. 275. 276. 277. 278. 279. 280. 281. 282. 283. 284. 285. 286. 287. 288. 289. 290. 291. 292. 293. 294. 295. 296. 297. 298. 299. 300. 301. 302. 303. 304. 305. 306. 307. 308. 309. 310. 311. 312. 313. 314. 315. 316. 317. 318. 319. 320. 253 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285 286 287 7100 7101 7102 7103 7200 7201 7202 7203 7204 7300 7301 7302 7303 7304 7305 7306 7307 7308 7400 7401 7402 30 126. 32 126. 37 126. 32 126. 37 126. 30 126. 32 126. 37 126. 38 126. 38 126. 30 126. 10 136. 10 136. 15 136. 15 136. 25 136. 25 136. 5 136.5 5 136.5 20 136. 20 136. 25 136. 20 136. 15 136. 10 136. 5 136.5 30 136. 0 136.5 25 136. 30 136. 5 136.5 0 136.5 10 136. 15 136. 20 136. 0 103 0 114 0 126. 0 136. 15 103 15 110 15 114 15 114 15 126 30 103 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 67. 67. 67. 65 65 62. 62. 62. 67. 62. 56. 50 80 50 80 50 80 50 80 50 80 60 60 60 60 60 60 60 70 70 70 70 70 70 70 25 25 25 75 75 75 25 75 42 50 50 5 5 50 50 50 .85 50 30 109. 30 109. 30 114 30 114 30 119. 30 120 50 916 5 50 50 175 50 50 91 50 50 916 671 50 50 .41 50 30 126. 30 136. 0 103 0 114 0 126. 5 50 5 50 65 65 5 65 — PAGE NO. Page 20C:\IVAN HORK\DESIGN\16390 Legoland\Design\Tower-1\Model\16350 Tower-1-1. anl Page 6 of 58 Tuesday, October 06, 2009, 01:19 PM STAAD SPACE 321. 322. 323. 324. 325. 326. 327. 328. 329. 330. 331. 332. 333. 334. 335. 336. 337. 338. 339. 340. 341. 342. 343. 344. "i n c;345 . 346. 347. 348. 349. 350. 351. 352. 353. 354. 355. 356. 357. 358. 359. 360. 361. 362. 363. 364. 365. 366. 367. 368. 369. 370. 371. 372. 373. 374. 375. 376. 7500 7501 7502 7503 7600 7601 7602 7603 7604 7700 7701 7702 7703 7800 7801 7802 7900 7901 7902 7903 8000 8001 8100 8101 15 15 15 15 30 30 30 30 30 0 0 0 0 15 15 15 30 30 30 30 48 48 45 45 MEMBER 1000 1001 1002 1003 1004 1005 1006 1007 1008 1009 1010 1011 1012 1013 1014 1015 1016 1017 1018 1019 1020 1021 1022 1023 1024 1025 1026 1027 1028 1029 103 110 114 126 103 110 114 124 126 103 114 126. 136. 103 114 126 103 114 126 136 103 111 .25 .25 65 .85 65 65 .5 65 65 .85 65 65 .92 65 .5 65 80 80 5 80 5 80 80 80 .5 80 80 80 .5 80 .5 80 43.083 .5 43.083 103 65 122.583 65 INCIDENCES 7 8 11 12 15 16 19 20 23 24 27 28 31 32 35 36 39 40 43 44 47 48 51 52 55 56 59 60 63 64 3 4 7 8 11 12 15 16 19 20 23 24 27 28 31 32 35 36 39 40 43 44 47 48 51 52 55 56 59 60 — PAGE NO. Page 21C:\IVAN HORK\DESIGN\16390 Legoland\Design\Tower-1\Model\16390 Tower-1-1.anl Page 7 of 58 Tuesday, October 06, 2009, 01:19 PM STAAD SPACE 377. 378. 379. 380. 381. 382. 383. 384. 385. 386. 387. 388. 389. 390. 391. 392. 393. 394. 395. 396. 397. 398. 399. 400. 401. 402. 403. 404. 405. 406. 407. 408. 409. 410. 411. 412. 413. 414. 415. 416. 417. 418. 419. 420. 421. 422. 423. 424. 425. 426. 427. 428. 429. 430. 431. 432. 1030 1031 1032 1033 1034 1035 1036 1037 1038 1039 1040 1041 1042 1043 1044 1045 1046 1047 1048 1049 1050 1051 1052 1053 1054 1055 1056 1057 1058 1059 1060 1061 1062 1063 1064 1065 1066 1067 1068 1069 1070 1071 1072 1073 1074 1075 1076 1077 1078 1079 1080 1081 1082 1083 1084 1085 67 68 75 76 83 84 99 100 101 102 97 98 101 105 101 106 105 108 107 109 110 113 114 123 124 127 128 135 136 139 140 144 145 157 158 161 162 165 166 169 170 173 174 179 180 185 186 189 190 193 194 205 206 211 212 217 63 64 67 68 75 76 83 84 97 98 99 100 102 103 105 104 106 104 103 107 108 109 110 113 114 123 124 127 128 135 136 139 140 144 145 157 158 161 162 165 166 169 170 173 174 179 180 185 186 189 190 193 194 205 206 211 — PAGE NO. Page22C:\IVAN WORK\DESIGN\16390 Legoland\Design\Tower-l\Model\16330 Tower-1-1. anl Page of 58 STAAD SPACE Tuesday, October 06, 2009, 01:19 PM — PAGE NO. 433. 434. 435. 436. 437. 438. 439. 440. 441. 442. 443. 444. 445. 446. 447. 448. 449. 450. 451. 452. 453. 454. 455. 456. 457. 458. 459. 460. 461. 462. 463. 464 . 465. 466. 467. 468. 469. 470. 471. 472. 473. 474. 475. 476. 477. 478. 479. 480. 481 . 482. 483. 484 . 485. 486. 487. 488. 1086 1087 1088 1089 1090 1091 1092 1093 1094 1095 1096 1097 1098 1099 1100 1101 1102 1500 1501 1502 1503 1504 1505 1506 1507 1508 1509 1510 1511 1512 1513 1514 1515 1516 1517 1518 1519 1520 1521 1522 1523 1524 1525 1526 1527 1528 1529 1530 1531 1532 1533 1534 1535 1536 1537 1538 215 216 220 219 218 221 222 225 226 231 232 237 238 261 262 260 255 5 6 9 10 13 14 17 18 21 22 25 26 29 30 33 34 37 38 41 42 45 46 49 50 53 54 57 58 61 62 65 66 73 74 81 82 94 93 90 212 217 215 220 216 218 219 221 222 225 226 231 232 237 238 262 261 1 2 5 6 9 10 13 14 17 18 21 22 25 26 29 30 33 34 37 38 41 42 45 46 49 50 53 54 57 58 61 62 65 66 73 74 81 82 88 Page 23C:\IVAN WORK\DESIGN\16390 Legoland\Design\Tower-1\Model\16390 Tower-1-1.anl Page 9 of 58 Tuesday, October 06, 2009, 01:19 PM STAAD SPACE 489. 490. 491. 492. 493. 494. 495. 496. 497. 498. 499. 500. 501. 502. 503. 504. 505. 506. 507. 508. 509. 510. 511. 512. 513. 514. 515. 516. 517. 518. 519. 520. 521. 522. 523. 524. 525. 526. 527. 528. 529. 530. 531. 532. 533. 534. 535. 536. 537. 538. 539. 540. 541. 542. 543. 544. 1539 1540 1541 1542 1543 1544 1545 1546 1547 1548 1549 1550 1551 1552 1553 1554 1555 1556 1557 1558 1559 1560 1561 1562 1563 1564 1565 1566 1567 1568 1569 1570 1571 1572 1573 1574 1575 1576 1577 1578 1579 1580 1581 1582 1583 1584 1585 1586 1587 1588 1589 1590 1591 1592 1593 1594 91 87 88 89 87 92 88 88 87 95 96 111 112 115 116 125 126 129 130 . 137 138 141 142 153 154 143 146 147 146 148 149 148 152 148 147 155 156 159 160 163 164 167 168 171 172 175 176 181 182 187 188 191 192 197 195 196 92 85 87 86 89 89 92 96 95 93 94 90 91 111 112 115 116 125 126 129 130 137 138 141 142 146 149 148 147 151 150 149 147 155 156 153 154 143 152 159 160 163 164 167 168 171 172 175 176 181 182 187 188 191 192 200 — PAGE NO.10 Page 24C:\IVAN UORK\DESIGN\16390 Legoland\Design\Tower-1\Model\16330 Tower-1-1.anl Page 10 of 58 Tuesday, October 06, 2009, 01:19 PM STAAD SPACE 545. 546. 547. 548. 549. 550. 551. 552. 553. 554. 555. 556. 557. 558. 559. 560. 561. 562. 563. 564. 565. 566. 567. 568. 569. 570. 571. 572. 573. 574. 575. 576. 577. 578. 579. 580. 581. 582. 583. 584. 585. 586. 587. 588. 589. 590. 591. 592. 593. 594. 595. 596. 597. 598. 599. 600. 1595 1596 1597 1598 1599 1600 1601 1602 1603 1604 1605 1606 1607 1608 1609 1610 1611 1612 1613 1614 1615 1616 1617 1618 1619 1620 1621 1622 1623 1624 1625 1626 1627 1628 2000 2001 2002 2003 2100 2101 2102 2103 2104 2105 2106 2107 2108 2109 2110 2111 2112 2113 2114 2200 2201 2202 198 201 202 199 198 200 199 203 204 209 210 213 214 223 224 227 228 233 234 235 236 252 251 254 253 255 254 256 257 259 258 260 259 263 133 177 183 230 7701 7801 7502 7602 7502 7401 7101 7401 7602 117 118 119 120 121 122 7700 7500 7100 199 198 199 195 196 197 200 201 202 203 204 209 210 213 214 223 224 227 228 233 234 235 236 256 254 257 255 259 260 251 259 252 260 251 7200 7301 7302 7602 117 7901 121 122 118 7101 119 120 7303 7801 7401 7202 7701 7801 7901 117 118 119 -- PAGE NO.11 Page 25C:\IVAN HORK\DESIGN\16390 Legoland\Design\Tower-1\Model\16390 Tower-1-1.anl Page 11 of 58 STAAD SPACE Tuesday, October 06, 2009, 01:19 PM — PAGE NO.12 601. 602. 603. 604. 605. 606. 607. 608. 609. 610. 611 . 612. 613. 614 . 615. 616. 617. 618. 619. 620. 621. 622. 623. 624. 625. 626. 627. 628. 629. 630. 631. 632. 633. 634. 635. 636. 637. 638. 639. 640. 641. 642. 643. 644 . 645. 646. 647 . 648. 649. 650. 651. 652. 653. 654. 655. 656. 2203 2204 2205 2206 2207 2208 2209 2210 2211 2212 2213 2214 2215 2216 2217 2218 2219 2220 2221 2222 2223 3100 3101 3102 3103 3104 3105 3106 3107 3108 3109 3110 3111 3112 3113 3114 3115 3116 3200 3201 3202 3203 3204 3205 3206 3207 3208 3209 3210 3211 3300 3301 3302 3303 3304 3305 7400 7800 7600 7800 7400 7200 7700 7500 7900 117 118 119 120 121 122 117 118 119 120 121 122 7102 7402 7204 7503 7307 7604 247 248 249 250 243 244 245 246 253 258 263 7102 7204 7702 7802 247 248 249 250 239 240 241 242 7402 7503 243 244 245 246 120 121 122 117 118 119 120 121 122 7702 7503 7102 7402 7802 7604 7802 7402 7204 7702 7503 7902 7402 7702 7503 7802 263 253 243 244 245 246 239 240 241 242 7902 7604 258 239 241 247 249 248 7802 250 7902 240 7204 242 7307 243 245 244 7503 246 7604 Page 26C:\IVAN HORK\DBSIGN\16390 Legoland\Design\Tower-1\Mode1\16350 Tower-1-1.anl Page 12 of 58 Tuesday, October 06, 2009, 01:19 PM STAAD SPACE 657. 658. 659. 660. 661. 662. 663. 664. 665. 666. 667. 668. 669. 670. 671. 672. 673. 674. 675. 676. 677. 678. 679. 680. 681. 682. 683. 684. 685. 686. 687. 688. 689. 690. 691. 692. 693. 694. 695. 696. 697. 698. 699. 700. 701. 702. 703. 704. 705. 706. 707. 708. 709. 710. 711. 712. 3400 3401 3402 3403 3404 3405 3406 3407 3408 3409 3410 3500 3501 3502 3503 3504 3505 3600 3601 3602 3603 3604 3605 3606 3607 3608 3609 3610 3611 3612 3613 3614 3615 3616 3617 3618 3619 3620 3621 3622 3623 3624 3625 3626 3627 3628 3629 3630 3631 3632 3700 3701 3702 3703 3704 3705 7201 69 70 7501 71 72 7203 131 132 133 134 177 178 7306 184 7603 229 7103 7103 7308 7703 264 265 264 266 267 266 268 269 268 270 271 270 272 273 272 274 275 276 277 278 279 280 281 282 283 284 285 286 287 274 278 278 277 276 275 70 7501 69 71 72 7601 131 132 7304 134 7203 178 7305 184 183 229 230 270 280 279 271 266 267 277 272 273 276 7308 7903 274 264 265 278 268 269 275 281 287 286 285 283 282 284 269 7903 271 7703 265 267 273 279 280 277 276 275 274 — PAGE NO.13 Page 27C:\IVAN UORK\DESIGN\16390 Legoland\Design\Tower-l\Model\16390 Tower-1-1.anl Page 13 of 58 Tuesday, October 06, 2009, 01:19 PM STAAD SPACE 713. 714. 715. 716. 717. 718. 719. 720. 721. 722. 723. 724. 725. 726. 727. 728. 729. 730. 731. 732. 733. 734. 735. 736. 737. 738. 739. 740. 741. 742. 743. 744. 745. 746. 747. 748. 749. 750. 751. 752. 753. 754. 755. 756. 757. 758. 759. 760. 761. 762. 763. 764 . 765. 766. 767. 768. 3706 3707 3708 3709 3710 3711 4000 4001 4002 4003 4004 4005 7100 7101 7102 7200 7201 7202 7203 7300 7301 7302 7303 7304 7305 7306 7307 7400 7401 7500 7501 7502 7600 7601 7602 7603 7700 7701 7702 7800 7801 7900 7901 7902 8000 8100 10001 10002 10003 10004 10005 10006 10007 10008 10009 10010 281 283 283 285 286 287 79 8001 77 80 208 8101 7100 7101 7102 7200 7201 7202 7203 7300 7301 7303 7304 7304 7305 7306 7307 7400 7401 7500 7501 7502 7600 7601 7602 7603 7700 7701 7702 7800 7801 7900 7901 7902 8000 8100 5 7 9 11 13 15 17 19 21 23 282 284 285 286 287 281 8001 77 78 79 8101 207 7101 7102 7103 7201 7202 7203 7204 7301 7302 7302 7303 7305 7306 7307 7308 7401 7402 7501 7502 7503 7601 7602 7603 7604 7701 7702 7703 7801 7802 7901 7902 7903 8001 8101 6 8 10 12 14 16 18 20 22 24 — PAGE NO.14 Page 28C:\IVAN WORK\DESIGN\16390 Legoland\Design\Tower-l\Model\163~0 Tower-1-1.anl Page 14 of 58 Tuesday, October 06, 2009, 01:19 PM STAAD SPACE 769. 770. 771. 772. 773. 774. 775. 776. 777. 778. 779. 780. 781. 782. 783. 784. 785. 786. 787. 788. 789. 790. 791. 792. 793. 794. 795. 796. 797. 798. 799. 800. 801. 802. 803. 804. 805. 806. 807. 808. 809. 810. 811. 812. 813. 814. 815. 816. 817. 818. 819. 820. 821. 822. 823. 824. 10011 10012 10013 10014 10015 10016 10017 10018 10019 10020 10021 10022 10023 10024 10025 10026 10027 10028 10029 10030 10031 10032 10033 10034 10035 10036 10037 10038 10039 10040 10041 10042 10043 10044 10045 10046 10047 10048 10049 10050 10051 10052 10053 10054 10055 10056 10057 10058 10059 10060 10061 10062 10063 10064 10065 10066 25 27 29 31 33 35 37 39 41 43 45 47 49 51 53 55 57 59 61 63 65 67 73 75 81 83 90 94 99 107 109 111 113 115 123 125 127 129 135 137 139 141 143 144 153 157 159 161 163 165 167 169 171 173 175 179 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 74 76 82 84 91 93 100 108 110 112 114 116 124 126 128 130 136 138 140 142 152 145 154 158 160 162 164 166 168 170 172 174 176 180 — PAGE NO.15 Page 29C:\IVAN HORK\DESIGN\16390 Legoland\Design\Tower-l\Model\16330 Tower-1-1.anl Page 15 of 58 Tuesday, October 06, 2009, 01:19 PM STAAD SPACE 825. 826. 827. 828. 829. 830. 831. 832. 833. 834. 835. 836. 837. 838. 839. 840. 841. 842. 843. 844. 845. 846. 847. 848. 849. 850. 851. 852. 853. 854. 855. 856. 857. 858. 859. 860. 861. 862. 863. 864. 865. 866. 867, 868. 869. R7n 10067 10068 10069 10070 10071 10072 10073 10074 10075 10076 10077 10078 10079 10080 10081 10082 10083 10084 10085 10086 10087 10088 10089 10090 10091 20000 20001 20002 20003 20004 20005 20006 20007 20008 20009 20010 20011 20012 20013 20014 20015 20016 20017 20018 20019 181 185 187 189 191 193 197 201 203 205 209 211 213 217 218 221 223 225 227 231 233 235 237 252 261 71 72 69 70 80 79 77 78 151 150 131 132 191 192 183 184 208 207 230 229 — PAGE NO. 16 182 186 188 190 192 194 195 202 204 206 210 212 214 215 219 222 224 226 228 232 234 236 238 251 262 85 86 95 96 104 103 97 98 134 133 155 156 177 178 203 204 220 216 257 256 871. DEFINE MATERIAL START 872. ISOTROPIC CONCRETE 873. E 453600 874. POISSON 0.17 875. DENSITY 0.14999 876. ALPHA 5.5E-006 877. DAMP 0.05 878. ISOTROPIC STEEL 879. E 4.176E+006 880. POISSON 0.3 Page 30C:\IVAN MORK\DESIGN\16390 Legoland\Design\Tower-1\Modcl\16390 Tower-1-1.anl Page 16 of 58 Tuesday, October 06, 2009, 01:19 PM STAAD SPACE — PAGE NO. 17 881. DENSITY 0.489024 882. ALPHA 6.5E-006 883. DAMP 0.03 884. END DEFINE MATERIAL 885. ************************************************************************* 886. MEMBER PROPERTY AMERICAN 887. *********STRINGER**************** 888. 1000 TO 1102 1500 TO 1628 TABLE ST C10X20 889. *********BRACE****************** 890. 2000 TO 2003 TABLE ST PIPS40 891. 2100 TO 2114 TABLE ST PIPS40 892. 2200 TO 2223 TABLE ST PIPS40 893. **********PLATFORM BEAM***************** 894. 3100 TO 3116 TABLE ST W10X22 895. 3200 TO 3211 TABLE ST W12X30 896. 3300 TO 3305 TABLE ST W14X34 897. 3400 TO 3410 TABLE ST W12X30 898. 3500 TO 3505 TABLE ST W10X22 899. ************* ROOF* ************** 900. 3600 TO 3632 TABLE ST W14X34 901. 3700 TO 3711 TABLE ST C10X15 902. **********HSS BEAM************* 903. 4000 TO 4005 TABLE ST HSST8X6X0.25 904. *********** COLUMN*************** 905. 7100 TO 7102 7200 TO 7203 7300 TO 7307 7400 7401 7500 TO 7502 7600 TO 7603 - 906. 7700 TO 7702 7800 7801 7900 TO 7902 TABLE ST PIPS100 907. 8000 TABLE ST PIPS120 908. 8100 TABLE ST PIPE OD 2 ID 1.9375 909. *********STAIR TREAD************* 910. 10001 TO 10091 PRIS YD 0.125 ZD 1 911. ****** *****[JUMMY MEMBER******** 912. 20000 TO 20019 TABLE ST PIPS60 914. CONSTANTS 915. BETA 180 MEMB 1001 1003 1005 1007 1009 1011 1013 1015 1017 1019 1021 1023 - 916. 1025 1027 1029 1031 1033 1035 1037 1039 1041 TO 1043 1047 1050 1052 1054 - 917. 1056 1058 1060 1062 1064 1066 1068 1070 1072 1074 1076 1078 1080 1082 1084 - 918. 1086 1088 1089 1092 1094 1096 1098 1100 1101 1501 1503 1505 1507 1509 1511 - 919. 1513 1515 1517 1519 1521 1523 1525 1527 1529 1531 1533 1535 1537 1539 1542 - 920. 1544 1547 1548 1551 1553 1555 1557 1559 1561 1563 1566 1568 1571 1573 1575 - 921. 1577 1579 1581 1583 1585 1587 1589 1591 1593 1595 1597 1598 1603 1605 1607 - 922. 1609 1611 1613 1615 1617 1618 1622 1624 1625 1627 923. MATERIAL CONCRETE MEMB 10001 TO 10091 924. MATERIAL STEEL MEMB 1000 TO 1102 1500 TO 1628 2000 TO 2003 2100 TO 2114 2200 - 925. 2201 TO 2223 3100 TO 3116 3200 TO 3211 3300 TO 3305 3400 TO 3410 3500 TO 3505 - 926. 3600 TO 3632 3700 TO 3711 4000 TO 4005 7100 TO 7102 7200 TO 7203 - 927. 7300 TO 7307 7400 7401 7500 TO 7502 7600 TO 7603 7700 TO 7702 7800 7801 7900 - 928. 7901 TO 7902 8000 8100 20000 TO 20019 930. SUPPORTS 931. 8000 8100 FIXED 932. 1 TO 4 FIXED BUT MX MY MZ KFX 20 KFZ 2 933. 7100 7200 7300 7400 7500 7600 7700 7800 7900 PINNED 935. MEMBER RELEASE 936. 1038 1043 1087 1088 1101 1102 1546 1547 1572 1573 1594 1595 1618 TO 1620 1625 - Page 31C:\IVAN HORK\DESIGN\16390 Legoland\Design\Tower-1\Model\16390 Tower-1-1.anl Page 17 of 58 Tuesday, October 06, 2009, 01:19 PM STAAD SPACE — PAGE NO. 18 937. 1628 3101 TO 3113 3200 TO 3203 3300 3301 3400 3403 3406 3502 3504 3606 3609 - 938. 3612 3615 3618 3700 TO 3711 START MY MZ 939. 1089 1540 1542 1568 1569 1596 1597 1625 1628 3101 TO 3103 3106 TO 3115 3205 - 940. 3207 3209 3211 3303 3305 3401 3405 3408 3410 3501 3626 3628 3630 TO 3632 - 941. 3700 TO 3711 END MY MZ 942. 2000 TO 2003 2100 TO 2108 2200 TO 2223 START MY MZ 943. 2000 TO 2003 2101 2105 2108 TO 2114 2200 TO 2223 END MY MZ 945. * 946. UNIT FEET POUND 947. SLAVE ZX MASTER 7102 JOINT 239 TO 263 7102 7204 7307 7402 7503 7604 7702 7802 948. 7902 949. SLAVE ZX MASTER 103 JOINT 97 TO 108 950. SLAVE ZX MASTER 218 JOINT 215 TO 217 219 220 951. SLAVE ZX MASTER 199 JOINT 195 TO 198 200 TO 202 952. SLAVE ZX MASTER 148 JOINT 143 146 147 149 TO 156 953. SLAVE ZX MASTER 87 JOINT 85 86 88 TO 96 954. SLAVE ZX MASTER 7903 JOINT 264 TO 287 7103 7308 7703 7903 955. ********************************************************************* 956. ****************************** *LOAD* ********************************* 957. ********************************************************************* 958. * 959. * 960. ************************* DEAD LOAD*********************************** 961. LOAD 1 LOADTYPE NONE TITLE DEAD LOAD 962. SELFWEIGHT Y -1 LIST 1000 TO 1102 1500 TO 1628 2000 TO 2003 2100 TO 2114 2200 963. 2201 TO 2223 3100 TO 3116 3200 TO 3211 3300 TO 3305 3400 TO 3410 3500 TO 3505 964. 3600 TO 3632 3700 TO 3711 4000 TO 4005 7100 TO 7102 7200 TO 7203 - 965. 7300 TO 7307 7400 7401 7500 TO 7502 7600 TO 7603 7700 TO 7702 7800 7801 7900 - 966. 7901 TO 7902 8000 8100 10001 TO 10091 20000 TO 20019 967. MEMBER LOAD 968. 1000 TO 1037 1039 1041 1042 1044 TO 1047 1049 TO 1089 1091 TO 1102 - 969. 1500 TO 1539 1543 1544 1546 TO 1566 1570 TO 1594 1596 TO 1600 1602 TO 1624 - 970. 1626 3100 3101 3104 3114 3200 TO 3211 UNI GY -50 971. 1038 TO 1041 1043 1045 1047 1048 1087 TO 1090 1101 1102 1546 TO 1549 1572 - 972. 1573 TO 1575 1594 1595 1598 1600 UNI GY -113 973. 1087 1541 1544 1546 TO 1549 1565 1566 1568 1569 1572 TO 1575 1594 1595 1598 - 974. 1600 1618 1620 1622 TO 1624 1626 UNI GY -125 975. 3102 3103 3106 TO 3113 UNI GY -250 976. 3100 3101 3104 3105 3114 TO 3116 UNI GY -130 977. 3601 3602 3606 3609 3612 3615 3618 TO 3632 UNI GY -75 978. 3101 CON GY -700 3 979. 3114 CON GY -220 4 980. JOINT LOAD 981. 265 273 FY -1250 982. 7102 7204 7307 7402 7604 7702 7802 7902 FY -5250 983. * 984. * 985. **************************LIVE LOAD********************************* 986. LOAD 2 LOADTYPE NONE TITLE LIVE LOAD 987. MEMBER LOAD 988. 1000 TO 1041 1043 1045 1047 TO 1102 UNI GY -225 989. 1500 TO 1539 1541 1544 1546 TO 1566 1571 TO 1598 1600 1602 TO 1618 1620 1622 - 990. 1623 TO 1624 1626 UNI GY -250 991. 3102 3103 3106 TO 3113 UNI GY -500 992. 3100 3101 3104 3105 3114 TO 3116 UNI GY -250 Page 32C:\IVAN HORK\DESIGN\16390 Legoland\Design\Tower-1\Model\16390 Tower-1-1.anl Page 18 of 58 Tuesday, October 06, 2009, 01:19 PM STAAD SPACE — PAGE NO. 19 993. 994. 995. 996. 997. 998 , 999. 1000. 1001. 1002. 1003. 1004. 1005. 1006. 1007. 1008. 1009. 1010. 1011. 1012. 1013. 1014 . 1015. 1016. 1017. 1018. 1019. 1020. 1021. 1022. 1023. 1024. 1025. 1026. 1027. 1028. 1029. 1 030 . 1031. 1032. 1033. 1034. 1035. 1036. 1037. 1038. 1039. 1040. 1041. 1042. 1043. 1044. 1045. 1046. 1047. 1048. 3601 3101 3114 * * LOAD 3602 3606 3609 3612 3615 3618 TO 3632 UNI GY -50 CON GY -2100 3 CON GY -720 4 r ****************** *wiND-X* ************************************ 3 LOADTYPE NONE TITLE WIND - X MEMBER LOAD 8100 8000 7100 1626 1000 1599 1091 3101 3114 UNI PX 30 UNI PX 14 7101 7300 TO 7306 7400 7401 7600 TO 7603 7700 7701 7900 7901 UNI PX 433 7102 7307 7702 7902 UNI PX 78 TO 1037 1039 TO 1041 1045 1047 1049 TO 1089 1101 1102 1570 1596 1597 - 1602 TO 1617 3100 3101 3104 3105 3114 TO 3116 UNI PX 156 TO 1100 1576 TO 1593 UNI PX 65 CON GX 1400 3 CON GX 640 4 JOINT LOAD 7103 * * LOAD 7308 7703 7903 FX 850 4 LOADTYPE NONE TITLE WIND - Z MEMBER LOAD 8100 8000 7100 7102 1042 3201 1000 3101 3114 UNI PZ 30 UNI PZ 14 7101 7200 TO 7203 7300 TO 7306 7700 7701 7800 7801 7900 7901 UNI PZ 433 7307 7702 7902 UNI PZ 78 1046 1089 TO 1102 1564 1565 1569 1571 1576 TO 1594 1600 1619 1621 3200 - TO 3211 UNI PZ 156 TO 1037 1049 TO 1086 1596 1597 1602 TO 1617 UNI PZ 65 CON GZ 1400 3 CON GZ 640 4 JOINT LOAD 7103 * * LOAD 7308 7703 7903 FZ 850 5 LOADTYPE NONE TITLE EQ - X SELFWEIGHT X 0.56 LIST 1000 TO 1102 1500 TO 1628 2000 TO 2003 2100 TO 2114 - 2200 3500 7200 7800 TO 2223 3100 TO 3116 3200 TO 3211 3300 TO 3305 3400 TO 3410 - TO 3505 3600 TO 3632 3700 TO 3711 4000 TO 4005 7100 TO 7102 - TO 7203 7300 TO 7307 7400 7401 7500 TO 7502 7600 TO 7603 7700 TO 7702 - 7801 7900 TO 7902 8000 8100 10001 TO 10091 20000 TO 20019 MEMBER LOAD 1000 1500 1626 1038 1573 1087 1600 3102 3100 3601 3101 TO 1037 1039 1041 1042 1044 TO 1047 1049 TO 1089 1091 TO 1102 - TO 1539 1543 1544 1546 TO 1566 1570 TO 1594 1596 TO 1600 1602 TO 1624 - 3100 3101 3104 3114 3200 TO 3211 UNI GX 28 TO 1041 1043 1045 1047 1048 1087 TO 1090 1101 1102 1546 TO 1549 1572 - TO 1575 1594 1595 1598 1600 UNI GX 64 1541 1544 1546 TO 1549 1565 1566 1568 1569 1572 TO 1575 1594 1595 1598 - 1618 1620 1622 TO 1624 1626 UNI GX 70 3103 3106 TO 3113 UNI GX 140 3101 3104 3105 3114 TO 3116 UNI GX 80 3602 3606 3609 3612 3615 3618 TO 3632 UNI GX 42 CON GX 400 3 Page 33C:\IVAN MORK\DESIGN\16390 Legoland\Design\Tower-1\Model\16330 Tower-1-1.anl Page 19 of 58 Tuesday, October 06, 2009, 01:19 PM STAAD SPACE — PAGE NO.20 1049. 1050. 1051. 1052. 1053. 1054. 1055. 1056. 1057. 1058. 1059. 1060. 1061. 1062. 1063. 1064. 1065. 1066. 1067. 1068. 1069. 1070. 1071. 1072. 1073. 1074. 1075. 1076. 1077. 1078. 1079. 1080. 1081 . 1082. 1083. 1084 . 1085. 1086. 1087. 1088. 1089. 1090. 1091 . 1092. 1093. 1094. 1095. 1096. 1097. 1098. 1099. 1100. 1101 . 1102. 1103. 1104. 3114 CON GX 123 4 JOINT LOAD 265 273 FX 700 7102 7204 7307 7402 7604 7702 7802 7902 FX 2940 LOAD 6 LOADTYPE NONE TITLE EQ - Z SELFWEIGHT Z 0.56 LIST 1000 TO 1102 1500 TO 1628 2000 TO 2003 2100 TO 2114 - 2200 TO 2223 3100 TO 3116 3200 TO 3211 3300 TO 3305 3400 TO 3410 - 3500 TO 3505 3600 TO 3632 3700 TO 3711 4000 TO 4005 7100 TO 7102 - 7200 TO 7203 7300 TO 7307 7400 7401 7500 TO 7502 7600 TO 7603 7700 TO 7702 - 7800 7801 7900 TO 7902 8000 8100 10001 TO 10091 20000 TO 20019 MEMBER LOAD 1000 TO 1037 1039 1041 1042 1044 TO 1047 1049 TO 1089 1091 TO 1102 - 1500 TO 1539 1543 1544 1546 TO 1566 1570 TO 1594 1596 TO 1600 1602 TO 1624 - 1626 3100 3101 3104 3114 3200 TO 3211 UNI GZ 28 1038 TO 1041 1043 1045 1047 1048 1087 TO 1090 1101 1102 1546 TO 1549 1572 - 1573 TO 1575 1594 1595 1598 1600 UNI GZ 64 1087 1541 1544 1546 TO 1549 1565 1566 1568 1569 1572 TO 1575 1594 1595 1598 1600 1618 1620 1622 TO 1624 1626 UNI GZ 70 3102 3103 3106 TO 3113 UNI GZ 140 3100 3101 3104 3105 3114 TO 3116 UNI GZ 80 3601 3602 3606 3609 3612 3615 3618 TO 3632 UNI GZ 42 3101 CON GZ 400 3 3114 CON GZ 123 4 JOINT LOAD 265 273 FZ 700 7102 7204 7307 7402 7604 7702 7802 7902 FZ 2940 ********** ******** *EQ —£)W* **************************************** LOAD 7 LOADTYPE NONE TITLE EQ - DW SELFWEIGHT Y -0.17 LIST 1000 TO 1102 1500 TO 1628 2000 TO 2003 2100 TO 2114 2200 TO 2223 3100 TO 3116 3200 TO 3211 3300 TO 3305 3400 TO 3410 - 3500 TO 3505 3600 TO 3632 3700 TO 3711 4000 TO 4005 7100 TO 7102 - 7200 TO 7203 7300 TO 7307 7400 7401 7500 TO 7502 7600 TO 7603 7700 TO 7702 - 7800 7801 7900 TO 7902 8000 8100 10001 TO 10091 20000 TO 20019 MEMBER LOAD 1000 TO 1037 1039 1041 1042 1044 TO 1047 1049 TO 1089 1091 TO 1102 - 1500 TO 1539 1543 1544 1546 TO 1566 1570 TO 1594 1596 TO 1600 1602 TO 1624 - 1626 3100 3101 3104 3114 3200 TO 3211 UNI GY -8.5 1038 TO 1041 1043 1045 1047 1048 1087 TO 1090 1101 1102 1546 TO 1549 1572 - 1573 TO 1575 1594 1595 1598 1600 UNI GY -19 1087 1541 1544 1546 TO 1549 1565 1566 1568 1569 1572 TO 1575 1594 1595 1598 1600 1618 1620 1622 TO 1624 1626 UNI GY -22 3102 3103 3106 TO 3113 UNI GY -43 3100 3101 3104 3105 3114 TO 3116 UNI GY -22 3601 3602 3606 3609 3612 3615 3618 TO 3632 UNI GY -13 3101 CON GY -120 3 3114 CON GY -38 4 JOINT LOAD 265 273 FY -213 7102 7204 7307 7402 7604 7702 7802 7902 FY -893 Page 34C:\IVAN UORK\DESIGN\16390 Legoland\Design\Tower-l\Model\163?0 Tower-1-1.anl Page 20 of 58 Tuesday, October 06, 2009, 01:19 PM STAAD SPACE — PAGE NO. 1106. 1107. 1108. 1109. 1110. 1111. 1112. 1113. 1114. 1115. 1116. 1117. 1118. 1119. 1120. 1121. 1122. 1123. 1124. 1125. 1126. 1127. 1128. 1129. 1130. 1131. 1132. 1133. 1134. 1135. 1136. 1137. 1138. 1139. 1140. 1141. 1142. 1143. 1144 . 1145. 1146. 1147. 1148. 1149. 1150. 1151. 1152. 1153. 1154. 1155. 1156. 1157. 1158. 1159. 1160. LOAD 10 LOADTYPE NONE TITLE 1 . 4D (EQ.16-1) REPEAT LOAD 1 1.4 LOAD 20 LOADTYPE NONE TITLE 1.2D+1.6L (EQ.16-2) REPEAT LOAD 1 1.2 2 1.6 LOAD 30 LOADTYPE NONE TITLE 1, 2D+1 . 6L+1 . 6*0 . 16W (EQ.16-3*) REPEAT LOAD 1 1.2 2 1.6 3 0.26 LOAD 31 LOADTYPE NONE TITLE 1 , 2D+1 . 6L+1 . 6*0 . 16W (EQ.16-3*) REPEAT LOAD 1 1.2 2 1.6 3 -0.26 LOAD 32 LOADTYPE NONE TITLE 1 , 2D+1 . 6L+1 . 6* 0 . 1 6W (EQ.16-3*) REPEAT LOAD 1 1.2 2 1.6 4 0.26 LOAD 33 LOADTYPE NONE TITLE 1, 2D+1 . 6L+1 . 6*0 . 16W (EQ.16-3*) REPEAT LOAD 1 1.2 2 1.6 4 -0.26 LOAD 34 LOADTYPE NONE TITLE 1, 2D+1 . 6L+1 . 6*0 . 16W (EQ.16-3*) REPEAT LOAD 1 1.2 2 1.6 3 0.2 4 0.2 LOAD 35 LOADTYPE NONE TITLE 1, 2D+1 . 6L+1 . 6*0 . 16W (EQ.16-3*) REPEAT LOAD 1 1.2 2 1.6 3 0.2 4 -0.2 LOAD 36 LOADTYPE NONE TITLE 1 , 2D+1 . 6L+1 . 6* 0 . 16W (EQ.16-3*) REPEAT LOAD 1 1.2 2 1.6 3 -0.2 4 0.2 LOAD 37 LOADTYPE NONE TITLE 1 , 2D+1 . 6L+1 . 6* 0 . 1 6W (EQ.16-3*) REPEAT LOAD 1 1.2 2 1.6 3 -0.2 4 -0.2 LOAD 40 LOADTYPE NONE TITLE 1.2D+1.6W (EQ.16-4*) REPEAT LOAD 1 1.2 3 1.6 LOAD 41 LOADTYPE NONE TITLE 1.2D+1.6W (EQ.16-4*) REPEAT LOAD 1 1.2 3 -1.6 LOAD 42 LOADTYPE NONE TITLE 1.2D+1.6W (EQ.16-4*) REPEAT LOAD 1 1.2 4 1.6 LOAD 43 LOADTYPE NONE TITLE 1.2D+1.6W (EQ.16-4*) REPEAT LOAD 1 1.2 4 -1.6 LOAD 44 LOADTYPE NONE TITLE 1.2D+1.6W (EQ.16-4*) REPEAT LOAD 1 1.2 3 1.2 4 1.2 LOAD 45 LOADTYPE NONE TITLE 1.2D+1.6W (EQ.16-4*) REPEAT LOAD 1 1.2 3 1.2 4 -1.2 LOAD 46 LOADTYPE NONE TITLE 1.2D+1.6W (EQ.16-4*) REPEAT LOAD 1 1.2 3 -1.2 4 1.2 LOAD 47 LOADTYPE NONE TITLE 1.2D+1.6W (EQ.16-4*) REPEAT LOAD 1 1.2 3 -1.2 4 -1.2 LOAD 50 LOADTYPE NONE TITLE 1 . 2D+1 . OL+1 . OE (EQ.16-5) (40MPH) (40MPH) (40MPH) (40MPH) (40MPH) (40MPH) (40MPH) (40MPH) 21 Page 35C:\IVAN HORK\DESIGN\16390 Legoland\Design \ Tower-1 \Model \ 1 6390 Tower-1-1 .aril Page 21 of 58 STAAD SPACE Tuesday, October 06, 2009, 01:19 PM — PAGE NO.22 .0 TITLE .0 TITLE 1161. REPEAT LOAD 1162. 1 1.2 2 1.0 5 1.0 7 1.0 1163. LOAD 51 LOADTYPE NONE TITLE 1164. REPEAT LOAD 1165. 1 1.2 2 1.0 5 -1.0 7 1.0 1166. LOAD 52 LOADTYPE NONE TITLE 1167. REPEAT LOAD 1168. 1 1.2 2 1.0 6 1.0 7 1.0 1169. LOAD 53 LOADTYPE NONE TITLE 1170. REPEAT LOAD 1171. 11.221.06-1.071 1172. LOAD 54 LOADTYPE NONE 1173. REPEAT LOAD 1174. 1 1.2 2 1.0 5 1.0 7 -1 1175. LOAD 55 LOADTYPE NONE 1176. REPEAT LOAD 1177. 1 1.2 2 1.0 5 -1.0 7 -1.0 1178. LOAD 56 LOADTYPE NONE TITLE 1179. REPEAT LOAD 1180. 1 1.2 2 1.0 6 1.0 7 -1.0 1181. LOAD 57 LOADTYPE NONE TITLE 1182. REPEAT LOAD 1183. 1 1.2 2 1.0 6 -1.0 7 -1.0 1184. LOAD 58 LOADTYPE NONE TITLE 1185. REPEAT LOAD 1186. 1 1.2 2 1.0 5 0.75 6 0.75 7 1 1187. LOAD 59 LOADTYPE NONE TITLE 1188. REPEAT LOAD 1189. 1 1.2 2 1.0 5 0.75 6 -0.75 7 1190. LOAD 60 LOADTYPE NONE TITLE 1191. REPEAT LOAD 1192. 1 1.2 2 1.0 5 -0.75 6 1193. LOAD 61 LOADTYPE NONE 1194. REPEAT LOAD 1195. 1 1.2 2 1.0 5 -0.75 6 1196. LOAD 62 LOADTYPE NONE 1197. REPEAT LOAD 1198. 1 1.2 2 1.0 5 0.75 6 0.75 7 - 1199. LOAD 63 LOADTYPE NONE TITLE 1200. REPEAT LOAD 1201. 1 1.2 2 1.0 5 0.75 6 -0.75 7 1202. LOAD 64 LOADTYPE NONE TITLE 1203. REPEAT LOAD 1204. 1 1.2 2 1.0 5 -0.75 6 1205. LOAD 65 LOADTYPE NONE 1206. REPEAT LOAD 1207. 1 1.2 2 1.0 5 -0.75 6 1208. LOAD 70 LOADTYPE NONE 1209. REPEAT LOAD 1210. 1 0.9 3 1.6 1211. LOAD 71 LOADTYPE NONE 1212. REPEAT LOAD 1213. 1 0.9 3 -1.6 1214. LOAD 72 LOADTYPE NONE 1215. REPEAT LOAD 1216. 1 0.9 4 1.6 1.2D+1.0L+1.0E (EQ.16-5) 1.2D+1.0L+1.0E (EQ.16-5) 1.2D+1.OL+l.OE (EQ.16-5) 1.2D+1.0L+1.0E (EQ.16-5) 1.2D+1.OL+l.OE (EQ.16-5) 1.2D+1.OL+l.OE (EQ.16-5) 1.2D+1.OL+l.OE (EQ.16-5) 1.2D+1.OL+l.OE (EQ.16-5) .0 1.2D+1.OL+l.OE (EQ.16-5) 1.0 1.2D+1.OL+l.OE (EQ.16-5) 0.75 7 TITLE -0.75 7 TITLE 1.0 1.2D+1. 1.0 1.2D+1. 1.0 1.2D+1. OL+l.OE (EQ.16-5) OL+l.OE (EQ.16-5) OL+l.OE (EQ.16-5) -1.0 1.2D+1.OL+l.OE (EQ.16-5) 0.75 7 TITLE -0.75 7 TITLE -1.0 1.2D+1,OL+l.OE (EQ.16-5) -1.0 0.9D+1.6W (EQ.16-6) TITLE 0.9D+1.6W (EQ.16-6) TITLE 0.9D+1.6W (EQ.16-6) Page 36C:\IVAN HORK\DESIGN\16390 Legoland\Design\Tower-l\Model\163'90 Tower-1-1. anl Page 22 of 58 Tuesday, October 06, 2009, 01:19 PM STAAD SPACE 1217. 1218. 1219. 1220. 1221. 1222. 1223. 1224. 1225. 1226. 1227. 1228. 1229. 1230. 1231. 1232. 1233. 1234. 1235. 1236. 1237. 1238. 1239. 1240. 1241. 1242. 1243. 1244. 1245. 1246. 1247. 1248. 1249. 1250. 1251. 1252. 1253. 1254 . 1255. 1256. 1257. 1258. 1259. 1260. 1261. 1262. 1263. 1264. 1265. 1266. 1267. 1268. 1269. 1270. 1271. 1272. LOAD 73 REPEAT 1 0.9 4 LOAD 74 REPEAT 1 0.9 3 LOAD 75 REPEAT 1 0.9 3 LOAD 76 REPEAT 1 0.9 3 LOAD 77 REPEAT 1 0.9 3 LOAD 80 REPEAT 1 0.9 5 LOAD 81 REPEAT 1 0.9 5 LOAD 82 REPEAT 1 0.9 6 LOAD 83 REPEAT 1 0.9 6 LOAD 84 REPEAT 1 0.9 5 LOAD 85 REPEAT 1 0.9 5 LOAD 86 REPEAT 1 0.9 6 LOAD 87 REPEAT 1 0.9 6 LOAD 88 REPEAT 1 0.9 5 LOAD 89 REPEAT 1 0.9 5 LOAD 90 REPEAT 1 0.9 5 LOAD 91 REPEAT 1 0.9 5 LOAD 92 REPEAT 1 0.9 5 LOAD 93 REPEAT LOADTYPE LOAD -1.6 LOADTYPE LOAD 1.2 4 1. LOADTYPE LOAD 1.2 4 -1 LOADTYPE LOAD -1.2 4 1 LOADTYPE LOAD -1.2 4 - LOADTYPE LOAD 1.0 7 1. LOADTYPE LOAD -1.0 7 1 LOADTYPE LOAD 1.0 7 1. LOADTYPE LOAD -1.0 7 1 LOADTYPE LOAD 1.0 7 -1 LOADTYPE LOAD -1.0 7 - LOADTYPE LOAD 1.0 7 -1 LOADTYPE LOAD -1.0 7 - LOADTYPE LOAD 0.75 6 0 LOADTYPE LOAD 0.75 6 - LOADTYPE LOAD -0.75 6 LOADTYPE LOAD -0.75 6 LOADTYPE LOAD 0.75 6 0 LOADTYPE LOAD NONE NONE 2 NONE .2 NONE .2 NONE 1.2 NONE 0 NONE .0 NONE 0 NONE .0 NONE .0 NONE 1.0 NONE .0 NONE 1.0 NONE .75 7 NONE 0.75 NONE 0.75 NONE -0.75 NONE .75 7 NONE TITLE TITLE TITLE TITLE TITLE TITLE TITLE TITLE TITLE TITLE TITLE TITLE TITLE TITLE 1.0 TITLE 7 1.0 TITLE 7 1.0 TITLE 7 1.0 TITLE -1.0 TITLE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 . 9D+1 .9D+1 .9D+1 .9D+1 .9D+1 .9D+1 . 9D+1 . 9D+1 .9D+1 .9D+1 .9D+1 .9D+1 .9D+1 . 9D+1 .9D+1 . 9D+1 .9D+1 .9D+1 .9D+1 .6W .6W .6W .6W .6W .OE .OE .OE .OE .OE .OE .OE .OE .OE .OE .OE .OE .OE .OE (EQ. (EQ. (EQ. (EQ. (EQ. (EQ. (EQ. (EQ. (EQ. (EQ. (EQ. (EQ. (EQ. (EQ. (EQ. (EQ. (EQ. (EQ. (EQ. — PAGE NO. 16-6) 16-6) 16-6) 16-6) 16-6) 16-7) 16-7) 16-7) 16-7) 16-7) 16-7) 16-7) 16-7) 16-7) 16-7) 16-7) 16-7) 16-7) 16-7) 23 Paqe37C:\IVAN UORK\DESIGN\16390 Legoland\Design\Tower-1\Model\16330 Tower-1-1.anl Page 23 of 58 STAAD SPACE Tuesday, October 06, 2009, 01:19 PM — PAGE NO.24 1273. 1274. 1275. 1276. 1277. 1 0.9 5 0.75 6 -0.75 7 -1.0 LOAD 94 LOADTYPE NONE REPEAT LOAD 1 0.9 5 -0.75 6 0.75 7 LOAD 95 LOADTYPE NONE TITLE 0.9D+1.0E (EQ.16-7) -1.0 TITLE 0.9D+1.0E (EQ.16-7) 1278. REPEAT LOAD 1279. 1 0.9 5 -0.75 6 -0.75 7 -1.0 1280. PDELTA 6 ANALYSIS PROBLEM STATISTICS NUMBER OF JOINTS/MEMBER+ELEMENTS/SUPPORTS = 332/ 523/ SOLVER USED IS THE OUT-OF-CORE BASIC SOLVER 15 ORIGINAL/FINAL BAND-WIDTH= TOTAL PRIMARY LOAD CASES = SIZE OF STIFFNESS MATRIX = REQRD/AVAIL. DISK SPACE = 253/ 20/ 659 DOF 65, TOTAL DEGREES OF FREEDOM 1077 DOUBLE KILO-WORDS 27.2/ 26858.9 MB 1634 ++ Adjusting ++ Adjusting ++ Adjusting ++ Adjusting ++ Adjusting ++ Adjusting Displacements Displacements Displacements Displacements Displacements Displacements 13 13 13 13 13 13 17 17 17 17 17 17 42 42 43 43 43 43 1281. 1282. 1283. 1284. 1285. 1286. 1287. 1288. 1289. 1290. 1291. 1292. 1293. 1294. 1295. 1296. 1297. 1298. 1299. 1300. 1301. 1302. 1303. *PERFORM ANALYSIS PARAMETER 1 CODE AISC UNIFIED METHOD LRFD *************A50o GR.B PIPE********************** FYLD 6.048E+006 MEMB 2000 TO 2003 2100 TO 2114 2200 TO 2223 7100 TO 7102 7200 7201 TO 7203 7300 TO 7307 7400 7401 7500 TO 7502 7600 TO 7603 7700 TO 7702 - 7800 7801 7900 TO 7902 8000 8100 ************A36 CHANNEL********************* FYLD 5.184E+006 MEMB 1000 TO 1102 1500 TO 1628 3700 TO 3711 ************A572 GR.50 W BEAM********************* FYLD 7.2E+006 MEMB 3100 TO 3116 3200 TO 3211 3300 TO 3305 3400 TO 3410 3500 3501 TO 3505 3600 TO 3632 ***********A500 GR.C HSS******** FYLD 7.2E+006 MEMB 4000 TO 4005 C:\IVAN WORK\DESIGN\16390 Legoland\Design\Tower-l\Model\163'Page 3816390 Tower-1-1.anl Page 24 of 58 Tuesday, October 06, 2009, 01:19 PM STAAD SPACE — PAGE NO.25 1304. 1305. 1306. 1307. 1308. 1309. 1310. 1311. 1312. 1313. 1314. 1315. 1316. 1317. 1318. 1319. 1320. 1321. 1322. 1323. 1324. 1325. 1326. 1327. 1328. 1329. 1330. 1331. 1332. 1333. 1334. 1335. 1336. ***********COLUMN P71 TO p79************ LX 12 MEMB 7100 7101 7200 TO 7203 7300 TO 7306 7400 7401 7500 TO 7502 7600 7601 TO 7603 7700 7701 7800 7801 7900 7901 LY 12 MEMB 7100 7101 7200 TO 7203 7300 TO 7306 7400 7401 7500 TO 7502 7600 7601 TO 7603 7700 7701 7800 7801 7900 7901 LZ 12 MEMB 7100 7101 7200 TO 7203 7300 TO 7306 7400 7401 7500 TO 7502 7600 7601 TO 7603 7700 7701 7800 7801 7900 7901 *********BEAM AT PLAFORM USE 6' AS UNSUPPORT LENGTH* LX 6 MEMB 3100 TO 3116 3200 TO 3211 3300 TO 3305 LY 6 MEMB 3100 TO 3116 3200 TO 3211 3300 TO 3305 LZ 6 MEMB 3100 TO 3116 3200 TO 3211 3300 TO 3305 *UNB 6 MEMB 3100 TO 3116 3200 TO 3211 3300 TO 3305 ONT 6 MEMB 3100 TO 3116 3200 TO 3211 3300 TO 3305 *********** BEAM WITHOUT CONCR. DECK* LX 15 MEMB 3400 TO 3408 LY 15 MEMB 3400 TO 3408 LZ 15 MEMB 3400 TO 3408 UNB 15 MEMB 3400 TO 3408 UNT 15 MEMB 3400 TO 3408 ***ROOF BEAM********** *LX 15 MEMB 11000 TO 11020 *LY 15 MEMB 11000 TO 11020 *LZ 15 MEMB 11000 TO 11020 *UNB 15 MEMB 11000 TO 11020 *UNT 15 MEMB 11000 TO 11020 CHECK CODE MEMB 1000 TO 1102 1500 TO 1628 Page 39C:\IVAN HORK\DESIGN\16390 Legoland\Design\Tower-l\Model\16390 Tower-1-1.anl Page 25 of 58 STAAD SPACE — PAGE NO. Tuesday, October 06, 2009, 01:19 PM 26 STAAD. PRO CODE CHECKING - (AISC-360-05-LRFD) ALL UNITS ARE - POUN FEET (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION 1000 ST 1001 ST 1002 ST 1003 ST 1004 ST 1005 ST 1006 ST 1007 ST 1008 ST 1009 ST 1010 ST 1011 ST 1012 ST 1013 ST 1014 ST 1015 ST 1016 ST C10X20 751. C10X20 903. C10X20 -427. C10X20 1769. C10X20 2245. C10X20 1933. C10X20 1243. C10X20 1565. C10X20 880. C10X20 2119. C10X20 540. C10X20 1887. C10X20 221. C10X20 1632. C10X20 -75. C10X20 1356. C10X20 880. PASS 65 C PASS 18 C PASS 00 T PASS 69 C PASS 98 C PASS 08 C PASS 11 C PASS 08 C PASS 67 C PASS 70 C PASS 44 C PASS 02 C PASS 84 C PASS 52 C PASS 17 T PASS 71 C PASS 12 C (AISC SECTIONS) Clause Hl/2 0 1938.05 -1298 (AISC SECTIONS) Clause Hl/2 0 1947.21 1543 (AISC SECTIONS) Clause Hl/2 0 -1511.92 -2000 (AISC SECTIONS) Clause Hl/2 0 1440.66 2885 (AISC SECTIONS) Clause Hl/2 0 1186.60 -3455 (AISC SECTIONS) Clause Hl/2 0 -225.21 12911 (AISC SECTIONS) Clause Hl/2 0 -208.84 -14882 (AISC SECTIONS) Clause Hl/2 0 -190.73 16202 (AISC SECTIONS) Clause Hl/2 0 -181.39 -17382 (AISC SECTIONS) Clause Hl/2 0 114.89 19355 (AISC SECTIONS) Clause Hl/2 0 -155.64 -19385 (AISC SECTIONS) Clause Hl/2 0 89.12 21735 (AISC SECTIONS) Clause Hl/2 0 -130.73 -20892 (AISC SECTIONS) Clause Hl/2 0 64.22 23625 (AISC SECTIONS) Clause Hl/2 0 -106.22 -21903 (AISC SECTIONS) Clause Hl/2 0 39.71 25025 (AISC SECTIONS) Clause Hl/2 0 152.66 -22222 .358 .51 .364 .49 .297 .36 .306 .74 .275 .95 .291 .08 .325 .96 .348 .76 .367 .63 .397 .51 .400 .82 .437 .55 .424 .89 .469 .45 .439 .87 .491 .92 .455 .74 40 0.00 41 0.00 41 0.00 41 0.00 40 0.00 30 0.00 31 0.00 30 0.00 31 0.00 31 0.00 31 0.00 31 0.00 31 0.00 31 0.00 31 0.00 31 0.00 30 1.09 Page 40C:\IVAN WORK\DESIGN\16390 Legoland\Design\Tower-l\Model\163?0 Tower-1-1.anl Page 26 of 58 Tuesday, October 06, 2009, 01:19 PM STAAD SPACE ALL UNITS ARE - POUN MEMBER TABLE 1017 ST C10X20 1018 ST C10X20 1019 ST C10X20 1020 ST. C10X20 1021 ST C10X20 1022 ST C10X20 1023 ST C10X20 1024 ST C10X20 1025 ST C10X20 1026 ST C10X20 - 1027 ST C10X20 1028 ST C10X20 - 1029 ST C10X20 1030 ST C10X20 - 1031 ST C10X20 - FEET (UNLESS OTHERWISE NOTED) RESULT/ CRITICAL COND/ RATIO/ FX PASS 1210.75 C PASS 542.34 C PASS 1000.34 C PASS 183.29 C PASS 660.77 C PASS -196.92 T PASS 300.20 C PASS -598.10 T PASS -81.18 T PASS 1019.94 T PASS -483.03 T PASS 1461.85 T PASS -904.69 T PASS 1908.05 T PASS 1344.76 T MY MZ (AISC SECTIONS) Clause Hl/2 0.506 88.30 25431.49 (AISC SECTIONS) Clause Hl/2 0.468 176.21 -22768.58 (AISC SECTIONS) Clause Hl/2 0.526 153.83 25895.57 (AISC SECTIONS) Clause Hl/2 0.472 199.62 -22818.36 (AISC SECTIONS) Clause Hl/2 0.537 177.08 26328.97 (AISC SECTIONS) Clause Hl/2 0.468 222.71 -22372.62 (AISC SECTIONS) Clause Hl/2 0.539 199.98 26279.21 (AISC SECTIONS) Clause Hl/2 0.455 245.19 -21432.01 (AISC SECTIONS) Clause Hl/2 0.532 222.19 25748.48 (AISC SECTIONS) Clause Hl/2 0.432 266.43 -19997.15 (AISC SECTIONS) Clause Hl/2 0.517 243.02 24739.13 (AISC SECTIONS) Clause Hl/2 0.399 285.17 -18068.69 (AISC SECTIONS) Clause Hl/2 0.493 261.07 23253.66 (AISC SECTIONS) Clause Hl/2 0.387 1595.92 -5735.67 (AISC SECTIONS) Clause Hl/2 0.459 273.35 21294.59 — PAGE NO. LOADING/ LOCATION 31 0.63 30 1.09 31 1.09 30 1.09 31 1.09 30 1.09 31 1.09 30 1.09 31 1.09 30 1.09 31 1.09 30 1.09 31 1.09 40 1.09 31 1.09 27 Page 41C:\IVAN WORK\DESIGN\16390 Legoland\Design\Tower-l\Model\16390 Tower-1-1.anl Page 21 of 58 Tuesday, October 06, 2009, 01:19 PM STAAD SPACE ALL UNITS ARE - POUN FEET (UNLESS MEMBER TABLE RESULT/ FX 1032 ST C10X20 PASS -3094.85 T 1033 ST C10X20 PASS -2882.71 T 1034 ST C10X20 PASS -4395.87 T 1035 ST C10X20 PASS -4179.36 T 1036 ST C10X20 PASS -5632.88 T 1037 ST C10X20 PASS -5411.04 T 1038 ST C10X20 PASS 0.00 T 1039 ST C10X20 PASS 0.00 T 1040 ST C10X20 PASS 82.32 C 1041 ST C10X20 PASS 112.98 C 1042 ST C10X20 PASS 0.00 T 1043 ST C10X20 PASS 0.00 T 1044 ST C10X20 PASS -14.69 T 1045 ST C10X20 PASS 0.00 T 1046 ST C10X20 PASS 0.00 T OTHERWISE NOTED) CRITICAL COND/ RATIO/ MY MZ (AISC SECTIONS) Clause Hl/2 0.380 1606.43 -5118.67 (AISC SECTIONS) Clause Hl/2 0.446 1600.64 8610.18 (AISC SECTIONS) Clause Hl/2 0.363 -1668.76 -3491.11 (AISC SECTIONS) Clause Hl/2 0.440 -1669.07 7495.59 (AISC SECTIONS) Clause Hl/2 0.484 -2464.66 -2540.30 (AISC SECTIONS) Clause Hl/2 0.566 -2466.52 6820.60 (AISC SECTIONS) Clause F 0.040 0.00 2101.21 (AISC SECTIONS) Clause Hl/2 0.040 -83.20 -1338.49 (AISC SECTIONS) Clause Hl/2 0.353 -40.06 17985.03 (AISC SECTIONS) Clause Hl/2 0.193 -54.99 9519.45 (AISC SECTIONS) Clause Hl/2 0.148 -315.90 -4578.13 (AISC SECTIONS) Clause F 0.117 0.00 -6107.21 (AISC SECTIONS) Clause Hl/2 0.112 -2.45 5803.30 (AISC SECTIONS) Clause Hl/2 0.037 -83.20 -1206.86 (AISC SECTIONS) Clause Hl/2 0.157 -315.90 4975.45 — PAGE NO. LOADING/ LOCATION 40 1.09 41 1.09 40 0.00 41 0.00 40 0.00 41 0.00 40 2.00 41 2.00 59 0.00 60 2.92 44 0.00 34 2 .00 58 1.00 40 2.00 44 0.00 28 Page 42C:\IVAN HORK\DESIGN\16390 Legoland\Design\Tower-1\Model\16390 Tower-1-1.anl Page 28 of 58 STAAD SPACE — PAGE NO. Tuesday, October 06, 2009, 01:19 PM 29 ALL UNITS ARE - PQUN FEET (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ FX 1047 ST 1048 ST 1049 ST 1050 ST 1051 ST 1052 ST 1053 ST 1054 ST 1055 ST 1056 ST 1057 ST 1058 ST 1059 ST 1060 ST 1061 ST C10X20 59 C10X20 0 C10X20 -6876 C10X20 -11567 C10X20 -7475 C10X20 11769 C10X20 14866 C10X20 12199 C10X20 15280 C10X20 -2872 C10X20 12677 C10X20 -3285 010X20 12516 010X20 -3685 010X20 12340 PASS .48 C PASS .00 T PASS .67 T PASS .74 T PASS .43 T PASS .56 0 PASS .44 C PASS .92 C PASS .09 C PASS .76 T PASS .67 C PASS .93 T PASS .59 C PASS .19 T PASS .24 C CRITICAL COND/ RATIO/ MY MZ (AISC SECTIONS) Clause Hl/2 0 0.00 -6438 (AISC SECTIONS) Clause F 0 0.00 23160 (AISC SECTIONS) Clause Hl/2 0 1253.86 8275 (AISC SECTIONS) Clause Hl/2 0 1405.27 -5673 (AISC SECTIONS) Clause Hl/2 0 681.08 6237 (AISC SECTIONS) Clause Hl/2 0 799.14 6720 (AISC SECTIONS) Clause Hl/2 0 918.46 -4112 (AISC SECTIONS) Clause Hl/2 0 848.13 7351 (AISC SECTIONS) Clause Hl/2 0 873.30 -4521 (AISC SECTIONS) Clause Hl/2 0 -244.48 15146 (AISC SECTIONS) Clause Hl/2 0 170.98 -12191 (AISC SECTIONS) Clause Hl/2 0 -237.32 18025 (AISC SECTIONS) Clause Hl/2 0 157.90 -14840 (AISC SECTIONS) Clause Hl/2 0 -224.23 20428 (AISC SECTIONS) Clause Hl/2 0 141.95 -16973 .124 .70 .444 .67 .391 .57 .379 .12 .256 .74 .297 .95 .275 .93 .318 .09 .277 .27 .340 .67 .297 .16 .395 .89 .345 .77 .440 .32 .383 .86 LOADING/ LOCATION 53 1.15 33 1.15 40 1.08 41 1.08 40 1.08 40 0.00 41 0.00 40 0.00 41 0.00 36 0.00 36 0.00 36 0.00 36 0.00 36 0.00 36 0.00 Page 43C:\1VAN WORK\DESIGN\16390 Legoland\Design\Tower-1\Model\16330 Tower-1-1.anl Page 29 of 58 STAAD SPACE — PAGE NO. Tuesday, October 06, 2009, 01:19 PM 30 ALL UNITS ARE - POUN FEET (UNLESS OTHERWISE NOTED) MEMBER 1062 ST 1063 ST 1064 ST 1065 ST 1066 ST 1067 ST 1068 ST 1069 ST 1070 ST 1071 ST 1072 ST 1073 ST 1074 ST 1075 ST 1076 ST kBLE RESULT/ FX C10X20 C10X20 C10X20 C10X20 C10X20 C10X20 C10X20 C10X20 C10X20 C10X20 C10X20 C10X20 C10X20 C10X20 C10X20 CRITICAL COND/ MY RATIO/ MZ LOADING/ LOCATION (AISC SECTIONS) -4069 PASS .13 T Clause Hl/2 -208.29 0. 22355. 475 30 36 0.00 (AISC SECTIONS) 12147 PASS .94 C Clause Hl/2 124.63 0. -18589. .410 .45 36 0.00 (AISC SECTIONS) -4437 PASS .16 T Clause Hl/2 -190.97 0. 23808. .501 .15 36 0.00 (AISC SECTIONS) 11939 PASS .47 C Clause Hl/2 106.63 0. -19686. .428 68 36 0.00 (AISC SECTIONS) -4788 PASS .98 T Clause Hl/2 -172.97 0. 24788. .518 .34 36 0.00 (AISC SECTIONS) 11714 PASS .68 C Clause Hl/2 88.25 0. -20265. .435 .61 36 0.00 (AISC SECTIONS) -1537 PASS .18 T Clause Hl/2 235.34 0. 25428. .532 .88 34 1.08 (AISC SECTIONS) 8768 PASS .96 C Clause Hl/2 -187.09 0. -20418. .447 .74 34 1.08 (AISC SECTIONS) -1961 PASS .32 T Clause Hl/2 253.43 0, 25849. .544 .67 34 1.08 (AISC SECTIONS) 8163 PASS .55 C Clause Hl/2 -241.73 0, -20415. .455 .95 30 1.08 (AISC SECTIONS) -2401 PASS .87 T Clause Hl/2 271.29 0. 25794. .548 .60 34 1.08 (AISC SECTIONS) 8073 PASS .11 C Clause Hl/2 -264.40 0. -20176. .454 .48 30 1.08 (AISC SECTIONS) -2265 PASS .06 T Clause Hl/2 330.74 0. 24981. .542 .21 30 1.08 (AISC SECTIONS) 8003 PASS .57 C Clause Hl/2 -285.99 0. -19430. .443 .46 30 1.08 (AISC SECTIONS) -2768 PASS .64 T Clause Hl/2 352.33 0. 23976. .527 .48 30 1.08 Page 44 C:\IVAN HORK\DESIGN\16390 Legoland\Design\Tower-1\Model\16390 Tower-1-1.anl Page 30 of 58 STAAD SPACE Tuesday, October 06, 2009, 01:19 PM — PAGE NO.31 ALL UNITS ARE - POUN FEET (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ FX 1077 ST 1078 ST 1079 ST 1080 ST 1081 ST 1082 ST 1083 ST 1084 ST 1085 ST 1086 ST 1087 ST 1088 ST 1089 ST 1090 ST 1091 ST C10X20 PASS -5819.75 T C10X20 PASS -3292.57 T C10X20 PASS -4817.07 T C10X20 PASS -3835.88 T C10X20 PASS -3716.29 T C10X20 PASS -4396.37 T C10X20 PASS -2601.74 T C10X20 PASS -8555.70 T C10X20 PASS -1457.39 T C10X20 PASS -7493.36 T C10X20 PASS 0.00 T C10X20 PASS 0.00 T C10X20 PASS 0.00 T C10X20 PASS 138.57 C C10X20 PASS 3741.31 C CRITICAL COND/ RATIO/ LOADING/ M5f MZ LOCATION (AISC SECTIONS) Clause Hl/2 0 -1539.73 -8631 (AISC SECTIONS) Clause Hl/2 0 371.77 22502 (AISC SECTIONS) Clause Hl/2 0 -1617.70 -8877 (AISC SECTIONS) Clause Hl/2 0 386.82 20560 (AISC SECTIONS) Clause Hl/2 0 -1623.32 -9003 (AISC SECTIONS) Clause Hl/2 0 392.84 18152 (AISC SECTIONS) Clause Hl/2 0 1703.84 -8926 (AISC SECTIONS) Clause Hl/2 0 1584.65 5398 (AISC SECTIONS) Clause Hl/2 0 2304.59 -8664 (AISC SECTIONS) Clause Hl/2 0 2514.27 4851 (AISC SECTIONS) Clause Hl/2 0 999.01 -8639 (AISC SECTIONS) Clause Hl/2 0 4.96 8951 (AISC SECTIONS) Clause G 0.00 0 (AISC SECTIONS) Clause Hl/2 0 113.51 -11670 (AISC SECTIONS) Clause Hl/2 0 -422.05 -12062 .444 .43 .504 .58 .459 .37 .471 .74 .460 .41 .427 .16 .469 .26 .396 .38 .563 .90 .542 .96 .359 .35 .173 .16 0.026 .00 .266 .67 .313 .42 40 1.08 30 1.08 40 1.08 30 1.08 40 1.08 30 1.08 40 0.00 41 0.00 40 0.00 41 0.00 40 5.67 36 1.17 41 0.42 60 0.00 31 1.09 Page 45C:\IVAN HORK\DESIGN\16390 Legoland\Design\Tower-1\Model\16350 Tower-!-1.anl Page 31 of 58 STAAD SPACE — PAGE NO. Tuesday, October 06, 2003, 01:19 PM 32 ALL UNITS ARE - POUN FEET (UNLESS OTHERWISE NOTED) SMBER 1092 1093 1094 1095 1096 1097 1098 1099 1100 1101 1102 1500 1501 1502 1503 TABLE RESULT/ FX ST C10X20 PASS -2587.21 T ST C10X20 PASS 3560.67 C ST C10X20 PASS -3427.88 T ST C10X20 PASS 3568.00 C ST C10X20 PASS -4017.76 T ST C10X20 PASS 3584.22 C ST C10X20 PASS -4730.09 T ST C10X20 PASS 2652.98 C ST C10X20 PASS -5108.09 T ST C10X20 PASS 0.00 T ST C10X20 PASS 0.00 T ST C10X20 PASS 3262.53 C ST C10X20 PASS 2704.54 C ST C10X20 PASS 2961.89 C ST C10X20 PASS 2355.79 C CRITICAL COND/ RATIO/ MY MZ (AISC SECTIONS) Clause Hl/2 0.125 683.20 82.79 (AISC SECTIONS) Clause Hl/2 0.286 -412.26 -10747.47 (AISC SECTIONS) Clause Hl/2 0.133 -383.04 3050.30 (AISC SECTIONS) Clause Hl/2 0.244 -354.26 -9085.37 (AISC SECTIONS) Clause Hl/2 0.158 -443.61 3732.16 (AISC SECTIONS) Clause Hl/2 0.191 -284.82 -6934.70 (AISC SECTIONS) Clause Hl/2 0.175 -503.24 3980.81 (AISC SECTIONS) Clause Hl/2 0.127 573.95 -1130.31 (AISC SECTIONS) Clause Hl/2 0.210 -744.55 3635.63 (AISC SECTIONS) Clause F 0.068 0.00 3548.97 (AISC SECTIONS) Clause Hl/2 0.025 3.56 -1291.08 (AISC SECTIONS) Clause Hl/2 0.110 62.75 -4715.16 (AISC SECTIONS) Clause Hl/2 0.100 -63.75 4245.60 (AISC SECTIONS) Clause Hl/2 0.179 -6.42 -8848.27 (AISC SECTIONS) Clause Hl/2 0.174 -81.34 8012.87 LOADING/ LOCATION 35 1.09 36 1.09 35 0.00 36 1.09 35 0.00 36 1.09 30 0.00 34 0.00 34 0.00 30 1.00 34 1.00 37 0.00 37 0.00 33 0.00 37 0.00 Page 46C:\IVAN HORK\DESIGN\16390 Legoland\Design\Tower-1\Model\16390 Tower-1-1.anl Page 32 of 58 Tuesday, October 06, 2009, 01:19 PM STAAD SPACE ^L UNITS ARE - POUN !MBER 1504 ST 1505 ST 1506 ST 1507 ST 1508 ST 1509 ST 1510 ST 1511 ST 1512 ST 1513 ST 1514 ST 1515 ST 1516 ST 1517 ST 1518 ST TABLE C10X20 C10X20 C10X20 C10X20 C10X20 C10X20 C10X20 C10X20 C10X20 C10X20 C10X20 C10X20 C10X20 C10X20 C10X20 FEET (UNLESS RESULT/ 2675. 1988. 2389. 1649. 2102. 1310. 1815. 971. 1529. 632. 1243. 292. 957. 235. 953. FX PASS 65 C PASS 65 C PASS 05 C PASS 61 C PASS 32 C PASS 60 C PASS 73 C PASS 53 C PASS 28 C PASS 28 C PASS 04 C PASS 81 C PASS 04 C PASS 75 C PASS 91 C OTHERWISE NOTED) CRITICAL COND/ RATIO/ MY MZ (AISC SECTIONS) Clause Hl/2 0 -8.00 -12434 (AISC SECTIONS) Clause Hl/2 0 -76.05 11250 (AISC SECTIONS) Clause Hl/2 0 -8.30 -15482 (AISC SECTIONS) Clause Hl/2 0 -73.82 13940 (AISC SECTIONS) Clause Hl/2 0 -8.82 -17993 (AISC SECTIONS) Clause Hl/2 0 -73.45 16090 (AISC SECTIONS) Clause Hl/2 0 -8.89 -19967 (AISC SECTIONS) Clause Hl/2 0 -73.42 17699 (AISC SECTIONS) Clause Hl/2 0 -8.74 -21406 (AISC SECTIONS) Clause Hl/2 0 -73.57 18767 (AISC SECTIONS) Clause Hl/2 0 -8.49 -22312 (AISC SECTIONS) Clause Hl/2 0 -73.81 19295 (AISC SECTIONS) Clause Hl/2 0 -8.18 -22684 (AISC SECTIONS) Clause Hl/2 0 75.60 19331 (AISC SECTIONS) Clause Hl/2 0 6.41 -22653 .247 .49 .234 .07 .305 .69 .285 .59 .352 .53 .325 .42 .390 .89 .355 .44 .416 .96 .374 .76 .433 .08 .384 .61 .439 .76 .385 .96 .438 .46 - PAGE NO. 33 LOADING/ LOCATION 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 33 .00 33 .00 33 .00 33 .00 33 .00 33 .00 33 .00 33 .00 33 .00 33 .00 33 .00 33 .00 33 .00 33 .09 33 .09 Page 47C:\IVAN MORK\DESIGN\16390 Legoland\Design\Tower-1\Model\16330 Touer-1-1.anl Page 33 of 58 STAAD SPACE — PAGE NO. Tuesday, October 06, 2009, 01:19 PM 34 ALL UNITS ARE - POUN FEET (UNLESS OTHERWISE NOTED) ,MBER TABLE RESULT/ FX 1519 ST 1520 ST 1521 ST 1522 ST 1523 ST 1524 ST 1525 ST 1526 ST 1527 ST 1528 ST 1529 ST 1530 ST 1531 ST 1532 ST 1533 ST C10X20 -104. C10X20 668, C10X20 -1467. C10X20 383. C10X20 -2002. C10X20 98. C10X20 -2567. C10X20 1991. C10X20 -3159. C10X20 2138. C10X20 -3779. C10X20 2307. C10X20 -4421. C10X20 2493. C10X20 -5080. PASS .18 T PASS .39 C PASS .26 T PASS .10 C PASS .76 T PASS .02 C PASS 25 T PASS .99 C PASS .86 T PASS .15 C PASS 02 T PASS .57 C PASS 36 T PASS 62 C PASS 39 T CRITICAL COND/ RATIO/ MY MZ (AISC SECTIONS) Clause Hl/2 0. 75.89 19314. (AISC SECTIONS) Clause Hl/2 0. 6.15 -22500, (AISC SECTIONS) Clause Hl/2 0. 527.73 14629. (AISC SECTIONS) Clause Hl/2 0. 5.92 -21819, (AISC SECTIONS) Clause Hl/2 0. 562.50 13849. (AISC SECTIONS) Clause Hl/2 0. 5.77 -20612. (AISC SECTIONS) Clause Hl/2 0. 595.21 12661. (AISC SECTIONS) Clause Hl/2 0. -529.92 -14537. (AISC SECTIONS) Clause Hl/2 0. 623.88 11068. (AISC SECTIONS) Clause Hl/2 0. -550.56 -12843. (AISC SECTIONS) Clause Hl/2 0. 644.53 9070. (AISC SECTIONS) Clause Hl/2 0. -555.09 -10750. (AISC SECTIONS) Clause Hl/2 0. 649.04 6666. (AISC SECTIONS) Clause Hl/2 0. -527.30 -8257. (AISC SECTIONS) Clause Hl/2 0. 620.90 3858. .384 .56 .435 .98 .375 .95 .421 .96 .367 .11 .397 .12 .351 .93 .375 .37 .327 .96 .346 .90 .294 .51 307 .59 .250 91 .255 50 193 19 LOADING/ LOCATION 33 1.09 33 1.09 53 1.09 33 1.09 53 1.09 33 1.09 53 1.09 53 1.09 53 1.09 53 1.09 53 1.09 53 1.09 53 1.09 53 1.09 53 1.09 Page 48C:\IVAN WORK\DESIGN\16390 Legoland\Design\Tower-l\Model\16330 Tower-1-1.anl Page 34 of 58 Tuesday, October 06, 2009, 01:19 PM STAAD SPACE ,L UNITS ARE - POUN FEET (UNLESS :MBER TABLE 1534 ST C10X20 1535 ST C10X20 1536 ST C10X20 1537 ST C10X20 1538 ST C10X20 1539 ST C10X20 1540 ST C10X20 1541 ST C10X20 1542 ST C10X20 1543 ST C10X20 1544 ST C10X20 1545 ST C10X20 1546 ST C10X20 1547 ST C10X20 1548 ST C10X20 RESULT/ FX PASS 2683.07 C PASS 1208.74 C PASS -5491.07 T PASS -6580.77 T PASS 0.00 T PASS 0.00 T PASS 0.00 T PASS 0.00 T PASS 0.00 T PASS 0.00 T PASS -204.72 T PASS 20.97 C PASS 1974.43 C PASS 1836. 69 C PASS 0.00 T OTHERWISE NOTED) CRITICAL COND/ RATIO/ MY MZ (AISC SECTIONS) Clause Hl/2 0.184 -433.10 -5364.20 (AISC SECTIONS) Clause Hl/2 0.216 640.95 -5376.89 (AISC SECTIONS) Clause Hl/2 0.257 -1056.14 3227.65 (AISC SECTIONS) Clause Hl/2 0.346 -1142.66 -6958.43 (AISC SECTIONS) Clause F 0.190 0.00 -9918.60 (AISC SECTIONS) Clause F 0.246 0.00 12800.60 (AISC SECTIONS) Clause F 0.082 0.00 4292.94 (AISC SECTIONS) Clause F 0.162 0.00 -7660.08 (AISC SECTIONS) Clause F 0.120 0.00 6242.87 (AISC SECTIONS) Clause Hl/2 0.015 -81.63 39.28 (AISC SECTIONS) Clause Hl/2 0.281 -170.60 11885.77 (AISC SECTIONS) Clause Hl/2 0.005 17.47 -87.30 (AISC SECTIONS) Clause Hl/2 0.191 -85.74 8887.41 (AISC SECTIONS) Clause Hl/2 0.240 -0.37 -12228.20 (AISC SECTIONS) Clause F 0.328 0.00 -17111.80 -- PAGE NO. LOADING/ LOCATION 53 1.09 52 0.00 52 0.00 53 0.00 42 0.00 30 0.58 35 0.00 42 0.00 30 0.00 53 0.00 60 0.00 58 5.00 52 2.00 32 2.00 32 0.00 35 Page 49C:\IVAN HORK\DESIGN\16390 Legoland\Design\Tower-l\Model\16390 Tower-1-1.anl Page 35 of 58 Tuesday, October 06, 2009, 01:19 PM STAAD SPACE ALL UNITS ARE - POON FEET (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ FX MY MZ 1549 ST 1550 ST 1551 ST 1552 ST 1553 ST 1554 ST 1555 ST 1556 ST 1557 ST 1558 ST 1559 ST 1560 ST 1561 ST 1562 ST 1563 ST C10X20 59 C10X20 9338 C10X20 -689 C10X20 9170 C10X20 -1118 C10X20 5070 C10X20 -1210 C10X20 4579 C10X20 -2250 C10X20 4071 C10X20 -2230 C10X20 446 C10X20 -2197 C10X20 8237 C10X20 -2377 PAGE NO. 36 LOADING/ LOCATION (AISC SECTIONS) PASS .55 C Clause Hl/2 -9.10 0 9225 .179 .54 58 0.00 (AISC SECTIONS) PASS .42 C Clause Hl/2 318.93 0 -9919 .270 .94 42 1.09 (AISC SECTIONS) PASS .80 T Clause Hl/2 408.32 0 10259 .268 .02 51 1.09 (AISC SECTIONS) PASS .50 C Clause Hl/2 226.64 0 -8301 .222 .17 42 1.09 (AISC SECTIONS) PASS .07 T Clause Hl/2 -337.86 0 10568 .263 .23 58 1.09 (AISC SECTIONS) PASS .84 C Clause Hl/2 420.03 0 -6255 .205 .81 58 1.09 (AISC SECTIONS) PASS .69 T Clause Hl/2 -326.81 0. 10174. .254 .03 58 1.09 (AISC SECTIONS) PASS .56 C Clause Hl/2 416.63 0. -5588. .191 .36 58 1.09 (AISC SECTIONS) PASS .70 T Clause Hl/2 -377.49 0. 8879, .241 .05 50 1.09 (AISC SECTIONS) PASS .09 C Clause Hl/2 398.55 0. -4540. .166 .08 58 1.09 (AISC SECTIONS) PASS .31 T Clause Hl/2 -362.66 0 8141 .224 .87 50 1.09 (AISC SECTIONS) PASS .68 C Clause Hl/2 397.05 0 -3090 .128 .97 50 1.09 (AISC SECTIONS) PASS .92 T Clause Hl/2 -302.25 0. 7007. .192 .78 50 1.09 (AISC SECTIONS) PASS . 96 C Clause Hl/2 -296.95 0, 4324 .156 .01 42 0.00 (AISC SECTIONS) PASS .28 T Clause Hl/2 607.16 0. 3494 . .177 .68 50 0.00 Page 50C:\IVAN WORK\DESIGN\16390 Legoland\Design\Tower-l\Model\163?0 Tower-1-1.anlPage 50 Page 36 of 58 STAAD SPACE Tuesday, October 06, 20C9, 01:19 PM -- PAGE NO.37 ALL UNITS ARE - POON FEET (UNLESS OTHERWISE NOTED) SMBER TABLE RESULT/ FX 1564 ST 1565 ST 1566 ST 1567 ST 1568 ST 1569 ST 1570 ST 1571 ST 1572 ST 1573 ST 1574 ST 1575 ST 1576 ST 1577 ST 1578 ST C10X20 PASS 2709.95 C C10X20 PASS 0.00 T C10X20 PASS 0.00 T C10X20 PASS 0.00 T C10X20 PASS 0.00 T C10X20 PASS 0.00 T C10X20 PASS 0.00 T C10X20 PASS 0.00 T C10X20 PASS 480.80 C C10X20 PASS 881.77 C C10X20 PASS 0.00 T C10X20 PASS 0.00 T C10X20 PASS 1809.14 C C10X20 PASS -718.74 T C10X20 PASS 1515.64 C CRITICAL COND/ RATIO/ MY MZ (AISC SECTIONS) Clause Hl/2 0 66.27 -14005 (AISC SECTIONS) Clause Hl/2 0 -85.68 -14003 (AISC SECTIONS) Clause Hl/2 0 -86.49 4213 (AISC SECTIONS) Clause Hl/2 0 23.30 -91 (AISC SECTIONS) Clause Hl/2 0 39.64 2896 (AISC SECTIONS) Clause Hl/2 0 -19.81 -6817 (AISC SECTIONS) Clause Hl/2 0 520.00 8 (AISC SECTIONS) Clause F 0 0.00 4669 (AISC SECTIONS) Clause Hl/2 0 65.00 3286 (AISC SECTIONS) Clause Hl/2 0 -85.73 -4939 (AISC SECTIONS) Clause F 0 0.00 4570 (AISC SECTIONS) Clause Hl/2 0 -14.43 -6320 (AISC SECTIONS) Clause Hl/2 0 420.92 -12072 (AISC SECTIONS) Clause Hl/2 0 562.78 3417 (AISC SECTIONS) Clause Hl/2 0 310.74 -10017 .287 .24 .311 .77 .104 .77 .006 .33 .062 .95 .134 .14 .089 .77 .090 .81 .075 .28 .112 .59 .088 .81 .124 .96 .308 .60 .163 .33 .249 .19 LOADING/ LOCATION 34 0.63 32 0.00 60 2.52 51 0.00 52 0.00 32 0.00 40 0.00 41 0.00 61 2.00 51 2.00 46 1.00 51 0.00 50 1.09 51 1.09 50 1.09 Page 51C:\IVAN NORK\DESIGN\16390 Legoland\Design\Tower-1\Model\16350 Tower-1-1.anl Page 37 of 58 Tuesday, October 06, 2009, 01:19 PM STAAD SPACE — PAGE NO.38 ALL UNITS ARE - POON FEET (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ FX 1579 ST 1580 ST 1581 ST 1582 ST 1583 ST 1584 ST 1585 ST 1586 ST 1587 ST 1588 ST 1589 ST 1590 ST 1591 ST 1592 ST 1593 ST C10X20 -1876 C10X20 1199 C10X20 -2375 C10X20 1601 C10X20 -2899 C10X20 1089 C10X20 -3438. C10X20 -799. C10X20 -4209. C10X20 -1175. C10X20 -4733 C10X20 1098. C10X20 -2737. C10X20 3691. C10X20 -4534. CRITICAL COND/ MY RATIO/ MZ LOADING/ LOCATION (AISC SECTIONS) PASS .28 T Clause Hl/2 466.72 0 3776 .157 .83 61 1.09 (AISC SECTIONS) PASS .89 C Clause Hl/2 266.91 0 -7550 .194 .33 50 1.09 (AISC SECTIONS) PASS .58 T Clause Hl/2 457.69 0 4076 .163 .59 61 1.09 (AISC SECTIONS) PASS .81 C Clause Hl/2 -246.86 0 -4888 .140 .05 57 1.09 (AISC SECTIONS) PASS .01 T Clause Hl/2 444.47 0 4002 .160 .94 61 1.09 (AISC SECTIONS) PASS .56 C Clause Hl/2 589.22 0 1571 .134 .88 42 1.09 (AISC SECTIONS) PASS .00 T Clause Hl/2 413.13 0 3560 .148 .64 61 1.09 (AISC SECTIONS) PASS .03 T Clause Hl/2 -444.59 0 7461 .221 .51 58 0.00 (AISC SECTIONS) PASS .44 T Clause Hl/2 -552.02 0 1599 .136 .04 61 0.00 (AISC SECTIONS) PASS .99 T Clause Hl/2 -703.07 0 11947 .352 .46 58 0.00 (AISC SECTIONS) PASS .78 T Clause Hl/2 -807.33 0 71 .152 .07 61 0.00 (AISC SECTIONS) PASS . 78 C Clause Hl/2 1242. 79 0 15383 .510 . 83 61 0.00 (AISC SECTIONS) PASS .55 T Clause Hl/2 1531.02 0 -2577 .318 .19 42 0.00 (AISC SECTIONS) PASS .63 C Clause Hl/2 -1630.00 0 17176 .618 .69 52 1.09 (AISC SECTIONS) PASS 21 T Clause Hl/2 1713.45 0 -2327 .349 .72 52 1.09 Page 52C:\IVAN HORK\DESIGN\16390 Legoland\Design\Tower-l\Model\16330 Tower-1-l.anl Page 38 of 58 Tuesday, October 06, 2009, 01:19 PM STAAD SPACE LL UNITS ARE - POUN FEET (UNLESS OTHERWISE NOTED) SMBER TABLE RESULT/ CRITICAL COND/ RATIO/ 1594 ST 1595 ST 1596 ST 1597 ST 1598 ST 1599 ST 1600 ST 1601 ST 1602 ST 1603 ST 1604 ST 1605 ST 1606 ST 1607 ST 1608 ST FX C10X20 PASS 0.00 T C10X20 PASS 0.00 T C10X20 PASS -IS. 94 T C10X20 PASS 0.00 T C10X20 PASS 70.33 C C10X20 PASS 0.00 T C10X20 PASS 0.00 T C10X20 PASS 0.00 T C10X20 PASS 450.44 C C10X20 PASS -6284.65 T C10X20 PASS 2859.12 C C10X20 PASS 1196.11 C C10X20 PASS 2515.83 C C10X20 PASS 790.10 C C10X20 PASS 4142.09 C MY MZ (AISC SECTIONS) Clause Hl/2 0.294 538.48 9564.59 (AISC SECTIONS) Clause Hl/2 0.154 451.42 -3622.57 (AISC SECTIONS) Clause Hl/2 0.034 -3.99 1716.96 (AISC SECTIONS) Clause Hl/2 0.134 -4.24 -6932.01 (AISC SECTIONS) Clause Hl/2 0.080 12.70 -4043.36 (AISC SECTIONS) Clause Hl/2 0.089 -520.00 16.38 (AISC SECTIONS) Clause Hl/2 0.298 -3.96 15509.97 (AISC SECTIONS) Clause Hl/2 0.005 -23.30 -28.71 (AISC SECTIONS) Clause Hl/2 0.343 -1525.51 4272.69 (AISC SECTIONS) Clause Hl/2 0.436 1559.05 -8020.29 (AISC SECTIONS) Clause Hl/2 0.194 -597.12 4404.17 (AISC SECTIONS) Clause Hl/2 0.429 1247.57 -11078.62 (AISC SECTIONS) Clause Hl/2 0.127 -551.26 1378.11 (AISC SECTIONS) Clause Hl/2 0.225 506.55 -7089.85 (AISC SECTIONS) Clause Hl/2 0.121 136.75 -4533.92 - PAGE NO. 3! LOADING/ LOCATION 53 5.00 52 5.00 61 0.00 35 0.00 58 0.00 41 0.00 32 1.08 51 5.00 60 0.00 60 0.00 51 1.09 61 1.09 61 1.09 61 1.09 31 0.00 Page 53C:\IVAN HORK\DESIGN\16390 Legoland\Design\Tower-1\Model\16350 Tower-1-1.anl Page 39 of 58 Tuesday, October 06, 2009, 01:19 PM STAAD SPACE — PAGE NO.40 ALL ONITS ARE - POUN FEET (UNLESS OTHERWISE NOTED) SMBER TABLE RESULT/ 1609 ST 1610 ST 1611 ST 1612 ST 1613 ST 1614 ST 1615 ST 1616 ST 1617 ST 1618 ST 1619 ST 1620 ST 1621 ST 1622 ST 1623 ST FX C10X20 PASS 363.75 C C10X20 PASS 3965.42 C C10X20 PASS -1956.59 T C10X20 PASS 3716.30 C C10X20 PASS -2146.87 T C10X20 PASS 3507.62 C C10X20 PASS -2555.04 T C10X20 PASS 3431.18 C C10X20 PASS -3035.71 T C10X20 PASS 0.00 T C10X20 PASS 0.00 T C10X20 PASS 0.00 T C10X20 PASS 0.00 T C10X20 PASS 0.00 T C10X20 PASS 0.00 T CRITICAL COND/ RATIO/ MY MZ (AISC SECTIONS) Clause Hl/2 0 340.05 -4161 (AISC SECTIONS) Clause Hl/2 0 173.79 -6716 (AISC SECTIONS) Clause Hl/2 0 -246.28 5325 (AISC SECTIONS) Clause Hl/2 0 175.44 -8482 (AISC SECTIONS) Clause Hl/2 0 -256.39 8193 (AISC SECTIONS) Clause Hl/2 0 217.93 -9728 (AISC SECTIONS) Clause Hl/2 0 -290.38 10912 (AISC SECTIONS) Clause Hl/2 0 305.91 -10224 (AISC SECTIONS) Clause Hl/2 0 -445.70 13061 (AISC SECTIONS) Clause F 0 0.00 -13131 (AISC SECTIONS) Clause Hl/2 0 -19.81 6911 (AISC SECTIONS) Clause Hl/2 0 -67.81 2081 (AISC SECTIONS) Clause Hl/2 0 -84.50 6883 (AISC SECTIONS) Clause F 0 0.00 -13163 (AISC SECTIONS) Clause F 0 0.00 -11137 .139 .04 .169 .88 .149 .11 .203 .65 .207 .13 .233 .33 .266 .95 .258 .52 .335 .39 .252 .63 .136 .89 .052 .39 .160 .64 .253 .53 .214 .68 LOADING/ LOCATION 53 1.09 31 0.00 60 0.00 37 0.00 37 0.00 35 0.00 35 0.00 30 0.00 35 0.00 33 2.25 33 2.00 51 2.25 33 0.00 33 0.00 30 2.25 Page 54C:\IVAN WORK\DESIGN\16390 Legoland\Design\Tower-1\Model\16390 Tower-1-1.anl Page 40 of 58 STAAD SPACE — PAGE NO. Tuesday, October 06, 2009, 01:19 PM 41 ALL UNITS ARE - POUN FEET (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ FX 1624 ST C10X20 PASS -259.17 T 1625 ST C10X20 PASS 0.00 T 1626 ST C10X20 PASS 0.00 T 1627 ST C10X20 PASS 0.00 T 1628 ST C10X20 PASS 0.00 T CRITICAL COND/ RATIO/ MY MZ (AISC SECTIONS) Clause Hl/2 0.309 -273.43 11564.65 (AISC SECTIONS) Clause Hl/2 5.59 (AISC SECTIONS) Clause Hl/2 0.001 13.68 0.319 -33.86 -13870.28 (AISC SECTIONS) Clause Hl/2 23.30 (AISC SECTIONS) Clause Hl/2 -5.59 0.004 15.21 0.001 13.68 LOADING/ LOCATION 58 6.33 52 1.00 30 3.17 53 0.00 52 1.00 1337. CHECK CODE MEMB 2000 TO 2003 2100 TO 2114 2200 TO 2223 7101 Page 55C:\IVAN HORK\DESIGN\16390 Legoland\Design\Tower-1\Model\16330 Tower-1-1.anl Page 41 of 58 Tuesday, October 06, 2009, 01:19 PM STAAD SPACE — PAGE NO. STAAD.PRO CODE CHECKING - (AISC-360-05-LRFD) ALL UNITS ARE - POON FEET (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ 2000 ST PIPS40 4534. 2001 ST PIPS40 14015. 2002 ST PIPS40 13030. 2003 ST PIPS40 14219. 2100 ST PIPS40 9575. 2101 ST PIPS40 9267. 2102 ST PIPS40 -8652. 2103 ST PIPS40 11120. 2104 ST PIPS40 7273. 2105 ST PIPS40 8470. 2106 ST PIPS40 9356. 2107 ST PIPS40 8959. 2108 ST PIPS40 11125. 2109 ST PIPS40 9092. 2110 ST PIPS40 10039. 2111 ST PIPS40 15224. 2112 ST PIPS40 9017. FX CRITICAL COND/ MY RATIO/ MZ LOADING/ LOCATION (AISC SECTIONS) PASS 59 C Clause Hl/2 143.93 0. -178. 103 35 50 6.91 (AISC SECTIONS) PASS 80 C Clause Hl/2 0.00 0. -142. 227 61 34 6.31 (AISC SECTIONS) PASS 83 C Clause Hl/2 0.00 0. -142. 212 64 30 6.31 (AISC SECTIONS) PASS 91 C Clause Hl/2 0.00 0. -146. 239 62 35 6.49 (AISC SECTIONS) PASS 59 C Clause Hl/2 0.82 0. 87. 106 40 40 7.50 (AISC SECTIONS) PASS 81 C Clause Hl/2 0.00 0. -363. 212 33 41 7.50 (AISC SECTIONS) PASS 94 T Clause Hl/2 629.78 0. 101. 126 26 59 7.50 (AISC SECTIONS) PASS 49 C Clause Hl/2 23.29 0. 90. 124 10 42 7.50 (AISC SECTIONS) PASS 54 C Clause Hl/2 -715.91 0. 102. 136 09 61 7.50 (AISC SECTIONS) PASS 99 C Clause Hl/2 0.00 0. -363. 196 33 42 7.50 (AISC SECTIONS) PASS 94 C Clause Hl/2 23.18 0. 89. 105 25 40 7.50 (AISC SECTIONS) PASS 04 C Clause Hl/2 -9.93 0. 87. 100 17 42 7.50 (AISC SECTIONS) PASS 48 C Clause Hl/2 0.00 0. -363. 249 33 42 7.50 (AISC SECTIONS) PASS 93 C Clause Hl/2 -3.55 0. 87. 101 23 41 0.00 (AISC SECTIONS) PASS 29 C Clause Hl/2 9.91 0. 90. 112 49 40 0.00 (AISC SECTIONS) PASS 58 C Clause Hl/2 -3.36 0. 91. 165 49 41 0.00 (AISC SECTIONS) PASS 78 C Clause Hl/2 3.39 0. 87. 100 53 43 0.00 42 Page 56C:\IVAN HORK\DESIGN\16390 Legoland\Design\Tower-l\Model\16390 Tower-1-1.anl Page 42 of 58 STAAD SPACE — PAGE NO. Tuesday, October 06, 2009, 01:19 PM 43 ALL UNITS ARE - POON FEET (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ FX 2113 ST 2114 ST 2200 ST 2201 ST 2202 ST 2203 ST 2204 ST 2205 ST 2206 ST 2207 ST 2208 ST 2209 ST 2210 ST 2211 ST 2212 ST PIPS40 9916 PIPS40 9094 PIPS40 36629 PIPS40 38076 PIPS40 42598 PIPS40 35525 PIPS40 38407 PIPS40 41110 PIPS40 38249 PIPS40 38788 PIPS40 43929 PIPS40 33956 PIPS40 39854 PIPS40 40798 PIPS40 35082 CRITICAL COND/ MY RATIO/ MZ LOADING/ LOCATION (AISC SECTIONS) PASS .01 C Clause Hl/2 -10.28 0 88 .110 .78 43 0.00 (AISC SECTIONS) PASS .68 C Clause Hl/2 -42.18 0 90 .104 .56 43 0.00 (AISC SECTIONS) PASS .72 C Clause Hl/2 0.00 0 -161 .620 .24 41 6.66 (AISC SECTIONS) PASS .53 C Clause Hl/2 0.00 0 -161 .644 .24 40 6.66 (AISC SECTIONS) PASS .64 C Clause Hl/2 0.00 0 -161 .719 .24 41 6.66 (AISC SECTIONS) PASS .37 C Clause Hl/2 0.00 0 -161 .601 .24 43 6.66 (AISC SECTIONS) PASS .93 C Clause Hl/2 0.00 0 -161 .649 .24 42 6.66 (AISC SECTIONS) PASS .94 C Clause Hl/2 0.00 0 -161 .694 .24 43 6.66 (AISC SECTIONS) PASS .77 C Clause Hl/2 0.00 0 -161 .646 .24 40 6.66 (AISC SECTIONS) PASS .68 C Clause Hl/2 0.00 0 -161 .655 .24 41 6.66 (AISC SECTIONS) PASS .29 C Clause Hl/2 0.00 0 -161 .741 .24 40 6.66 (AISC SECTIONS) PASS .63 C Clause Hl/2 0.00 0 -161 .575 .24 42 6.66 (AISC SECTIONS) PASS .14 C Clause Hl/2 0.00 0 -161 .673 .24 43 6.66 (AISC SECTIONS) PASS .36 C Clause Hl/2 0.00 0 -161 .689 .24 42 6.66 (AISC SECTIONS) PASS .48 C Clause Hl/2 0.00 0 -62 .672 .46 50 6.07 Page57C:\IVAN UORK\DESIGN\16390 Legoland\Design\Tower-l\Model\16330 Tower-1-1.anl Page 43 of 58 Tuesday, October 06, 2009, 01:19 PM STAAD SPACE — PAGE NO.44 ALL UNITS ARE - POON FEET (UNLESS OTHERWISE NOTED) 2MBER 2213 2214 2215 221.6 2217 2218 2219 2220 2221 2222 2223 7101 TABLE RESULT/ FX ST PIPS40 PASS 31108.72 C ST PIPS40 PASS 35636.30 C ST PIPS40 PASS 28875.04 C ST PIPS40 PASS 31447.02 C ST PIPS40 PASS 35307.43 C ST PIPS40 PASS 31477.29 C ST PIPS40 PASS 36411.70 C ST PIPS40 PASS 31301.26 C ST PIPS40 PASS 32687.47 C ST PIPS40 PASS 32090.23 C ST PIPS40 PASS 36537.39 C ST PIPS100 PASS 40457.03 C CRITICAL COND/ RATIO/ MY MZ (AISC SECTIONS) Clause Hl/2 0.596 0.00 -62.46 (AISC SECTIONS) Clause Hl/2 0.682 0.00 -62.46 (AISC SECTIONS) Clause Hl/2 0.554 0.00 -62.46 (AISC SECTIONS) Clause Hl/2 0. 603 0.00 -62.46 (AISC SECTIONS) Clause Hl/2 0.676 0.00 -62.46 (AISC SECTIONS) Clause Hl/2 0.603 0.00 -62.46 (AISC SECTIONS) Clause Hl/2 0.697 0.00 -62.46 (AISC SECTIONS) Clause Hl/2 0.600 0.00 -62.46 (AISC SECTIONS) Clause Hl/2 0.626 0.00 -62.46 (AISC SECTIONS) Clause Hl/2 0.615 0.00 -62.46 (AISC SECTIONS) Clause Hl/2 0.700 0.00 -62.46 (AISC SECTIONS) Clause Hl/2 0.350 10376.87 -20741.03 LOADING/ LOCATION 51 6.07 50 6.07 52 6.07 53 6.07 52 6.07 51 6.07 50 6.07 51 6.07 53 6.07 52 6.07 53 6.07 60 12.50 1338. CHECK CODE MEMB 3100 TO 3116 3200 TO 3211 3300 TO 3305 3400 TO 3410 1339. 3500 TO 3505 3600 TO 3632 3700 TO 3711 Page 58C:\IVAN HORK\DESIGti\16390 Legoland\Design\Tower-l\Model\16390 Touer-1-1 .anl Page of 58 STAAD SPACE Tuesday, October 06, 2009, 01:19 PM — PAGE NO. 45 STAAD.PRO CODE CHECKING - (AISC-360-05-LKFD) ALL UNITS ARE - POUN MEMBER TABLE 3100 ST W10X22 3101 ST W10X22 3102 ST W10X22 3103 ST W10X22 3104 ST W10X22 3105 ST W10X22 3106 ST W10X22 3107 ST W10X22 3108 ST W10X22 3109 ST W10X22 3110 ST W10X22 3111 ST W10X22 3112 ST W10X22 3113 ST W10X22 3114 ST W10X22 3115 ST W10X22 3116 ST W10X22 FEET (UNLESS RESULT/ FX PASS 676.93 C PASS 0.00 T PASS 0.00 T PASS 0.00 T PASS 0.00 T PASS 0.00 T PASS 0.00 T PASS 0.00 T PASS 0.00 T PASS 0.00 T PASS 0.00 T PASS 0.00 T PASS 0.00 T PASS 0.00 T PASS 0.00 T PASS 0.00 T PASS 0.00 T OTHERWISE NOTED) CRITICAL COND/ RATIO/ MY MZ (AISC SECTIONS) Clause Hl/2 0.438 1692.32 19471.81 (AISC SECTIONS) Clause Hl/2 0.558 10745.00 -8099.44 (AISC SECTIONS) Clause Hl/2 0.454 4284.63 -24558.61 (AISC SECTIONS) Clause Hl/2 0.454 4284.63 -24558.61 (AISC SECTIONS) Clause Hl/2 0.192 -207.84 -16856.91 (AISC SECTIONS) Clause Hl/2 0.051 -18.91 -4610.64 (AISC SECTIONS) Clause Hl/2 0.454 -4284.63 -24558.61 (AISC SECTIONS) Clause Hl/2 0.454 -4284.63 -24558.61 (AISC SECTIONS) Clause Hl/2 0.454 -4284.63 -24558.61 (AISC SECTIONS) Clause Hl/2 0.454 -4284.63 -24558.61 (AISC SECTIONS) Clause Hl/2 0.454 -4284.63 -24558.61 (AISC SECTIONS) Clause Hl/2 0.454 -4284.63 -24558.61 (AISC SECTIONS) Clause Hl/2 0.454 -4284.63 -24558.61 (AISC SECTIONS) Clause Hl/2 0.454 -4284.63 -24558.61 (AISC SECTIONS) Clause Hl/2 0.343 -7433.20 -1673.51 (AISC SECTIONS) Clause Hl/2 0.094 24.58 -8610.07 (AISC SECTIONS) Clause Hl/2 0.189 -135.43 -16855.05 LOADING/ LOCATION 61 0.00 40 6.25 50 7.50 50 7.50 30 6.42 34 2.25 50 7.50 50 7.50 50 7.50 50 7.50 50 7.50 50 7.50 50 7.50 50 7.50 40 0.00 31 0.00 30 0.00 Page 59C:\IVAN HORK\DBSIGN\16390 Legoland\Design\Tower-1\Model\16390 Tower-1-1.anl Page 45 of 58 Tuesday, October 06, 2009, 01:19 PM STAAD SPACE ALL UNITS ARE - POON MEMBER TABLE 3200 ST W12X30 3201 ST W12X30 3202 ST W12X30 3203 ST W12X30 3204 ST W12X30 3205 ST W12X30 3206 ST W12X30 3207 ST W12X30 3208 ST W12X30 3209 ST W12X30 3210 ST W12X30 3211 ST W12X30 3300 ST W14X34 3301 ST W14X34 3302 ST W14X34 FEET (UNLESS OTHERWISE NOTED) RESULT/ FX PASS 0.00 T PASS 0.00 T PASS 0.00 T PASS 0.00 T PASS 0.00 T PASS 0.00 T PASS 0.00 T PASS 0.00 T PASS 0.00 T PASS 0.00 T PASS 0.00 T PASS 0.00 T PASS 0.00 T PASS 0.00 T PASS 0.00 T CRITICAL COND/ RATIO/ MY MZ (AISC SECTIONS) Clause Hl/2 0. 125.31 -44637. (AISC SECTIONS) Clause Hl/2 0. 125.31 -44637. (AISC SECTIONS) Clause Hl/2 0. -125.31 -44637. (AISC SECTIONS) Clause Hl/2 0. 125.31 -44637. (AISC SECTIONS) Clause Hl/2 0. 42.25 -44937. (AISC SECTIONS) Clause Hl/2 0. 125.31 -44637. (AISC SECTIONS) Clause Hl/2 0. -42.25 -44937. (AISC SECTIONS) Clause Hl/2 0. -125.31 -44637. (AISC SECTIONS) Clause Hl/2 0. -42.25 -44937. (AISC SECTIONS) Clause Hl/2 0. -125.31 -44637. (AISC SECTIONS) Clause Hl/2 0. -42.25 -44937. (AISC SECTIONS) Clause Hl/2 0. -125.31 -44637. (AISC SECTIONS) Clause F 0. 0.00 -85502. (AISC SECTIONS) Clause F 0. 0.00 -85502. (AISC SECTIONS) Clause F 0. 0.00 -85627. 286 29 286 40 286 25 286 37 286 74 286 40 286 74 286 30 286 74 286 36 286 74 286 25 427 51 427 30 428 80 - PAGE NO. 46 LOADING/ LOCATION 32 5.00 32 5.00 33 5.00 32 5.00 33 2.50 32 0.00 32 2.50 33 0.00 32 2.50 33 0.00 32 2.50 33 0.00 20 5.00 33 5.00 20 2.50 Page 60C:\IVAN aORK\DESIGN\16390 Legoland\Design\Tower-l\Model\163?D Tower-1-1 . anl Page 46 of 58 Tuesday, October 06, 2009, 01:19 PM STAAD SPACE ALL UNITS ARE - POUN FEET (UNLESS MEMBER 3303 3304 3305 3400 3401 3402 3403 3404 3405 3406 3407 3408 3409 3410 3500 TABLE RESULT/ FX ST W14X34 PASS 0.00 T ST W14X34 PASS 0.00 T ST W14X34 PASS 0.00 T ST W12X30 PASS -2987.21 T ST W12X30 PASS -387.22 T ST W12X30 PASS -10024.90 T ST W12X30 PASS 11259.80 C ST W12X30 PASS 6889.37 C ST W12X30 PASS 4962.49 C ST W12X30 PASS 7156.47 C ST W12X30 PASS 246.95 C ST W12X30 PASS 5417.62 C ST W12X30 PASS -3058.32 T ST W12X30 PASS 3775.87 C ST W10X22 PASS -7737.96 T OTHERWISE NOTED) CRITICAL COND/ RATIO/ MY MZ (AISC SECTIONS) Clause F 0.427 0.00 -85502.30 (AISC SECTIONS) Clause F 0.428 0.00 -85627.80 (AISC SECTIONS) Clause F 0.427 0.00 -85502.52 (AISC SECTIONS) Clause Hl/2 0.547 773.03 -55147.34 (AISC SECTIONS) Clause Hl/2 0.519 5989.60 -36981.97 (AISC SECTIONS) Clause Hl/2 0.449 1300.50 -43134.17 (AISC SECTIONS) Clause E 0.080 0.00 0.00 (AISC SECTIONS) Clause Hl/2 0.119 -384.44 -8829.00 (AISC SECTIONS) Clause Hl/2 0.148 -1091.20 -10533.79 (AISC SECTIONS) Clause Hl/2 0.233 1147.03 -18485.61 (AISC SECTIONS) Clause Hl/2 0.329 2093.58 -28317.89 (AISC SECTIONS) Clause Hl/2 0.408 876.13 -38209.18 (AISC SECTIONS) Clause Hl/2 0.024 -86.85 -2842.23 (AISC SECTIONS) Clause Hl/2 0.028 29.87 -3614.22 (AISC SECTIONS) Clause Hl/2 0.100 1013.56 -4093.22 - PAGE NO. LOADING/ LOCATION 20 0.00 20 2.50 32 0.00 34 8.00 32 0.00 32 0.00 51 0.00 60 5.00 58 0.00 61 2.00 61 5.00 37 0.00 58 5.00 43 0.00 61 5.00 47 Page 61C:\IVAN WORK\DESIGU\16390 Legoland\Design\Tower-1 \Model\16390 Tower-1-1.anl Page 47 of 58 STAAD SPACE — PAGE NO. Tuesday, October 06, 2009, 01:19 PM 48 ALL UNITS ARE - POON FEET (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ FX MY RATIO/ MZ LOADING/ LOCATION 3501 ST 3502 ST W10X22 3504 ST 3505 ST 3600 ST 3601 ST 3602 ST 3603 ST 3604 ST 3605 ST 3606 ST 3608 ST W10X22 3503 ST W10X22 W10X22 W10X22 W14X34 W14X34 W14X34 W14X34 W14X34 W14X34 W14X34 3607 ST W14X34 W14X34 .316 .94 .163 3609 ST W14X34 (AISC SECTIONS) PASS Clause Hl/2 0.131 -5867.42 T 994.95 -7513.31 (AISC SECTIONS) PASS Clause Hl/2 0. -3441.30 T 2741.97 -18522. (AISC SECTIONS) PASS Clause Hl/2 0. -7214.31 T 691.13 -11589.54 (AISC SECTIONS) PASS Clause Hl/2 0.270 -3925.99 T -2096.10 -16763.17 (AISC SECTIONS) PASS Clause Hl/2 0.193 -9470.72 T 921.39 -13216.60 (AISC SECTIONS) PASS Clause Hl/2 0.280 47.54 C 0.00 57296.54 (AISC SECTIONS) PASS Clause Hl/2 0.192 305.09 C 0.00 32457.38 (AISC SECTIONS) PASS Clause Hl/2 0.198 305.09 C 0.00 33491.46 (AISC SECTIONS) PASS Clause Hl/2 0.328 47.54 C 0.00 67128.10 (AISC SECTIONS) PASS Clause F 0.204 0.00 T 0.00 -41859.97 (AISC SECTIONS) PASS Clause F 0.246 0.00 T 0.00 -50301.14 (AISC SECTIONS) PASS Clause Hl/2 0.143 0.00 T -760.37 -20997.24 (AISC SECTIONS) PASS Clause F 0.204 0.00 T 0.00 -41859.91 (AISC SECTIONS) PASS Clause F 0.246 0.00 T 0.00 -50301.20 (AISC SECTIONS) PASS Clause Hl/2 0.143 0.00 T -760.37 -20997.25 36 0.00 33 2.00 35 0.00 52 2.00 37 0.00 51 0.00 53 0.00 53 0.00 51 0.00 31 5.00 31 5.00 50 10.00 31 0.00 31 0.00 50 10.00 Page 62C:\IVAN HORK\DESIGN\16390 Legoland\Design\Tower-l\Model\163BO Tower-1-1. aril Page of 58 STAAD SPACE — PAGE NO. Tuesday, October 06, 2009, 01:19 PM 49 ALL UNITS ARE - POUN FEET (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ FX MY RATIO/ MZ LOADING/ LOCATION 3610 ST W14X34 (AISC SECTIONS) PASS Clause Hl/2 0.279 47.54 C 0.00 57127.30 3611 ST W14X34 (AISC SECTIONS) PASS Clause Hl/2 0.323 47.54 C 0.00 66100.24 3612 ST W14X34 (AISC SECTIONS) PASS Clause Hl/2 0.143 0.00 T 760.37 -20997.16 3613 ST W14X34 (AISC SECTIONS) PASS Clause Hl/2 0.191 47.54 C 0.00 -39142.98 3614 ST W14X34 (AISC SECTIONS) PASS Clause Hl/2 0.242 47.54 C 0.00 -49520.97 3615 ST W14X34 (AISC SECTIONS) PASS Clause Hl/2 0.143 0.00 T -760.37 -20997.20 3616 ST W14X34 (AISC SECTIONS) PASS Clause Hl/2 0.195 47.54 C 0.00 -40004.57 3617 ST W14X34 (AISC SECTIONS) PASS Clause Hl/2 0.243 47.54 C 0.00 -49843.79 3618 ST W14X34 (AISC SECTIONS) PASS Clause Hl/2 0.143 0.00 T 760.37 -20997.23 3619 ST W14X34 (AISC SECTIONS) PASS Clause F 0.145 0.00 T 0.00 -24621.73 3620 ST W14X34 (AISC SECTIONS) PASS Clause F 0.145 0.00 T 0.00 -24624.48 3621 ST W14X34 (AISC SECTIONS) PASS Clause F 0.145 0.00 T 0.00 -24624.48 3622 ST W14X34 (AISC SECTIONS) PASS Clause F 0.145 0.00 T 0.00 -24624.48 3623 ST W14X34 (AISC SECTIONS) PASS Clause F 0.145 0.00 T 0.00 -24621.79 3624 ST W14X34 (AISC SECTIONS) PASS Clause Hl/2 0.103 -305.09 T 0.00 -17494.62 50 5.00 50 5.00 51 10.00 50 5.00 50 5.00 50 10.00 51 0.00 51 0.00 51 10.00 32 5.00 20 5.00 20 5.00 20 5.00 32 5.00 52 0.00 Page 63C:\IVAN WORK\DESIGN\16390 Legoland\Design\Tower-1\Model\16330 Tower-1-1.anl Page 49 of 58 STAAD SPACE — PAGE NO. Tuesday, October 06, 2009, 01:19 PM 50 ALL UNITS ARE - POUN FEET (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ FX MY RATIO/ MZ 3625 ST 3626 ST 3627 ST 3628 ST 3629 ST 3630 ST 3631 ST 3632 ST 3700 ST 3701 ST 3702 ST 3703 ST 3704 ST 3705 ST 3706 ST W14X34 PASS -305.09 T W14X34 PASS 0.00 T W14X34 PASS 305.09 C W1.4X34 PASS 0.00 T W14X34 PASS 305.09 C W14X34 PASS 0.00 T W14X34 PASS 0.00 T W14X34 PASS 0.00 T C10X15 PASS 0.00 T C10X15 PASS 0.00 T C10X15 PASS 0.00 T C10X15 PASS 0.00 T C10X15 PASS 0.00 T C10X15 PASS 0.00 T C10X15 PASS 0.00 T (AISC SECTIONS) Clause Hl/2 0.105 0.00 -17852.16 (AISC SECTIONS) Clause Hl/2 0.143 -760.37 -20997.01 (AISC SECTIONS) Clause Hl/2 0.205 0.00 34771.04 (AISC SECTIONS) Clause Hl/2 0.143 760.37 -20997.01 (AISC SECTIONS) Clause Hl/2 0.204 0.00 34582.23 (AISC SECTIONS) Clause Hl/2 0.143 760.37 -20996.82 (AISC SECTIONS) Clause Hl/2 0.143 760.37 -20996.79 (AISC SECTIONS) Clause Hl/2 0.143 -760.37 -20996.80 (AISC SECTIONS) Clause Hl/2 0.007 -26.68 -65.28 (AISC SECTIONS) Clause Hl/2 0.007 26.68 -65.28 (AISC SECTIONS) Clause Hl/2 0.007 -26.68 -65.28 (AISC SECTIONS) Clause Hl/2 0.007 -26.68 -65.28 (AISC SECTIONS) Clause Hl/2 0.007 -26.68 -65.28 (AISC SECTIONS) Clause Hl/2 0.007 -26.68 -65.28 (AISC SECTIONS) Clause Hl/2 0.007 -26.68 -65.28 LOADING/ LOCATION 52 0.00 50 0.00 52 10.00 51 0.00 52 10.00 51 0.00 51 0.00 50 0.00 52 2.50 52 2.50 52 2.50 52 2.50 52 2.50 52 2.50 52 2.50 Page64C:\IVAN HQRK\DESIGN\16390 Legoland\Design\Tower-l\Model\16390 Tower-1-1.anl Page 50 of 58 Tuesday, October 06, 2009, 01:19 PM STAAD SPACE -- PAGE NO.51 ALL UNITS ARE - POUN FEET (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/RESULT/ CRITICAL COND/ FX MY MZ LOADING/ LOCATION 3707 ST C10X15 3708 ST C10X15 3709 ST C10X15 3710 ST C10X15 3711 ST C10X15 (AISC SECTIONS) PASS Clause Hl/2 0.007 52 0.00 T 26.68 -65.28 2.50 (AISC SECTIONS) PASS Clause Hl/2 0.007 52 0.00 T -26.68 -65.28 2.50 (AISC SECTIONS) PASS Clause Hl/2 0.007 52 0.00 T -26.68 -65.28 2.50 (AISC SECTIONS) PASS Clause Hl/2 0.007 52 0.00 T -26.68 -65.28 2.50 (AISC SECTIONS) PASS Clause Hl/2 0.007 52 0.00 T -26.68 -65.28 2.50 1340. CHECK CODE MEMB 4000 TO 4005 Page 65C:\IVAN MORK\DESIGN\16390 Legoland\Design\Tower-1\Model\16390 Touer-1-1.anl Page 51 of 58 STAAD SPACE Tuesday, October 06, 2009, 01:19 PM — PAGE NO. 52 STAAD.PRO CODE CHECKING - (AISC-360-05-LRFD) ALL UNITS ARE - POUN FEET (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ FX MY RATIO/ MZ LOADING/ LOCATION 4000 ST HSST8X6X0.25 PASS 18573.88 C 4001 ST HSST8X6X0.25 PASS 18394.21 C 4002 ST HSST8X6X0.25 PASS 13641.38 C 4003 ST HSST8X6X0.25 PASS 11649.36 C 4004 ST HSST8X6X0.25 PASS 10732.05 C 4005 ST HSST8X6X0.25 PASS 6355.05 C (AISC SECTIONS) Clause H3 0.714 35 -142.80 17695.72 0.50 (AISC SECTIONS) Clause H3 0.663 37 -8371.96 21429.52 0.00 (AISC SECTIONS) Clause Hl/2 0.475 31 -6114.48 19423.05 0.00 (AISC SECTIONS) Clause Hl/2 0.338 40 -832.86 17681.95 4.50 (AISC SECTIONS) Clause Hl/2 0.473 36 -7429.24 18418.13 3.18 (AISC SECTIONS) Clause Hl/2 0.500 34 13603.94 13657.19 0.00 1341. CHECK CODE MEMB 7100 TO 7102 7200 TO 7203 7300 TO 7307 7400 7401 7500 TO 7502 1342. 7600 TO 7603 7700 TO 7702 7800 7801 7900 TO 7902 8000 8100 Page 66C:\IVAN MORK\DESIGN\16390 Legoland\Design\Tower-1\Model\16390 Tower-1-1.anl Page 52 of 58 STAAD SPACE — PAGE NO. Tuesday, October 06, 2009, 01:19 PM 53 STAAD.PRO CODE CHECKING - (AISC-360-05-LRFD) ALL UNITS ARE - POUN FEET (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MI MZ LOCATION 7100 7101 7102 7200 7201 7202 7203 7300 7301 7302 7303 7304 7305 7306 7307 7400 7401 :.- \IVAN ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST PIPS100 50836 PIPS100 40457 PIPS100 13734 PIPS100 57382 PIPS100 57310 PIPS100 57269 PIPS100 51195 PIPS100 73056 PIPS100 61453 PIPS100 50752 PIPS100 50412 PIPS100 45796 PIPS100 42198 PIPS100 32623 PIPS100 13705 PIPS100 28343 PIPS100 28173 PASS .03 C PASS .03 C PASS .21 C PASS .09 C PASS .11 C PASS .55 C PASS .71 C PASS .25 C PASS .39 C PASS .24 C PASS .50 C PASS .45 C PASS .80 C PASS .09 C PASS .80 C PASS .16 C PASS .32 C WORK \DESIGN \16390 Legoland' (AISC SECTIONS) Clause Hl/2 0. -700.53 5285. (AISC SECTIONS) Clause Hl/2 0. 10376.87 -20741. (AISC SECTIONS) Clause Hl/2 0, 27703.84 51961, (AISC SECTIONS) Clause Hl/2 0. -7510.82 1070. (AISC SECTIONS) Clause Hl/2 0. 4084.94 3753. (AISC SECTIONS) Clause Hl/2 0. 4037.48 3753. (AISC SECTIONS) Clause Hl/2 0. 6287.43 -1384. (AISC SECTIONS) Clause Hl/2 0, -21723.15 16373. (AISC SECTIONS) Clause Hl/2 0. -21723.15 16353. (AISC SECTIONS) Clause Hl/2 0. -18459.81 -18011. (AISC SECTIONS) Clause Hl/2 0. 3973.96 7440. (AISC SECTIONS) Clause Hl/2 0, 19826.15 -9460. (AISC SECTIONS) Clause Hl/2 0. 19826.15 -9454. (AISC SECTIONS) Clause Hl/2 0. -25627.07 27010. (AISC SECTIONS) Clause Hl/2 0. 28653.73 -51198. (AISC SECTIONS) Clause Hl/2 0. 909.15 -10659, (AISC SECTIONS) Clause Hl/2 0. 921.25 -10717. Pa \Design\Tower-l \Model \163 .172 .46 .350 .03 .674 .68 .209 .66 .203 .35 .203 .35 .187 .94 .485 .70 .457 .05 .418 .39 .215 .03 .348 .99 .339 .71 .504 .78 .676 .15 .162 .21 .163 .13 ge67 ?0 Tower-l 11 12 10 7 3 0 0 6 0 4 0 4 0 6 10 11 0 — 7 51 .00 60 .50 61 .00 58 .85 50 .15 50 .00 50 .00 36 .17 36 .00 36 .09 36 .00 35 .76 35 .00 59 .09 59 .00 41 .00 41 .00 . anl Page 53 of 58 STAAD SPACE — PAGE NO. Tuesday, October 06, 2009, 01:19 PM 54 ALL UNITS ARE - POUN FEET (UNLESS OTHERWISE NOTED) MEMBER 7500 ST 7501 ST 7502 ST 7600 ST 7601 ST 7602 ST 7603 ST 7700 ST 7701 ST 7702 ST 7800 ST 7801 ST 7900 ST 7901 ST 7902 ST LBLE RESULT/ FX PIPS100 66029. PIPS100 52866. PIPS100 52609. PIPS100 67330. PIPS100 66221. PIPS100 56362. PIPS100 48627. PIPS100 58066. PIPS100 57289. PIPS100 15627. PIPS100 34245. PIPS100 34075. PIPS100 54998. PIPS100 49054. PIPS100 15521. PASS 55 C PASS 39 C PASS 68 C PASS 60 C PASS 92 C PASS 36 C PASS 30 C PASS 45 C PASS 18 C PASS 89 C PASS 80 C PASS 82 C PASS 31 C PASS 25 C PASS 54 C CRITICAL COND/ RATIO/ MY MZ (AISC SECTIONS) Clause Hl/2 0 17582.25 7994 (AISC SECTIONS) Clause Hl/2 0 17633.65 8052 (AISC SECTIONS) Clause Hl/2 0 -9883.88 -3238 (AISC SECTIONS) Clause Hl/2 0 -643.47 -4345 (AISC SECTIONS) Clause Hl/2 0 -2117.07 10824 (AISC SECTIONS) Clause Hl/2 0 -2042.82 10671 (AISC SECTIONS) Clause Hl/2 0 309.91 -4981 (AISC SECTIONS) Clause Hl/2 0 -2652.02 4415 (AISC SECTIONS) Clause Hl/2 0 15220.39 -23278 (AISC SECTIONS) Clause Hl/2 0 -28168.14 61209 (AISC SECTIONS) Clause Hl/2 0 7852.87 -835 (AISC SECTIONS) Clause Hl/2 0 7889.46 -825 (AISC SECTIONS) Clause Hl/2 0 -3523.20 -2254 (AISC SECTIONS) Clause Hl/2 0 14999.83 22175 (AISC SECTIONS) Clause Hl/2 0 -28268.34 -59805 .367 .27 .336 .37 .234 .38 .205 .44 .266 .20 .240 .94 .161 .78 .199 .53 .450 .64 .757 .37 .154 .91 .153 .14 .181 .11 .419 .66 .746 .10 LOADING/ LOCATION 53 7.85 53 0.00 53 0.00 53 7.85 53 3.15 53 0.00 53 0.00 60 11.00 60 12.50 60 10.00 44 11.00 44 0.00 52 11.00 58 12.50 58 10.00 Page 68C:\IVAN HORK\DESIGN\16390 Lego land\Design \ Tower-1 \Model \ 1 63~90 Tower-1 -1. anl Page 54 of 58 STAAD SPACE Tuesday, October 06, 2009, 01:19 PM — PAGE NO.55 ALL UNITS ARE - POUN FEET (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ FX MY RATIO/ MZ LOADING/ LOCATION 8000 ST PIPS120 PASS 12515.31 C 8100 ST PIP E PASS 14462.42 C (AISC SECTIONS) Clause Hl/2 0.599 45 -40581.28 63572.48 0.00 (AISC SECTIONS) Clause Hl/2 0.274 58 113995.22 57066.35 0.00 1343. * 1344. *********CHECK ROOF**************** 1345. STEEL TAKE OFF LIST 1000 TO 1102 1500 TO 1628 2000 TO 2003 2100 TO 2114 2200 Page 69C:\IVAN NORK\DESIGN\16390 Legoland\Design\Tower-1\Model\16330 Tower-1-1.anl Page 55 of 58 Tuesday, October 06, 2009, 01:19 PM STAAD SPACE — PAGE NO. 56 STEEL TAKE-OFF PROFILE LENGTH (FEET) WEIGHT (POUN) 1346. 2201 TO 2223 3100 TO 3116 3200 TO 3211 3300 TO 3305 3400 TO 3410 3500 TO 3505 1347. 3600 TO 3632 3700 TO 3711 4000 TO 4005 7100 TO 7102 7200 TO 7203 - 1348. 7300 TO 7307 7400 7401 7500 TO 7502 7600 TO 7603 7700 TO 7702 7800 7801 7900 - 1349. 7901 TO 7902 8000 8100 10001 TO 10091 20000 TO 20019 ST C10X20 351.47 7018.269 ST PIPS40 521.72 5616.454 ST W10X22 231.00 5091.249 ST W12X30 112.00 3343.294 ST W14X34 300.00 10187.999 ST C10X15 60.00 914.882 ST HSST8X6X0.25 16.37 342.924 ST PIPS100 251.50 10163.718 ST PIPS120 8.50 421.444 ST PIP E . 19.58 1850.972 ST PIPS60 29.57 560.380 TOTAL = 45511.584 1350. FINISH END OF DATA FROM INTERNAL STORAGE ***** END OF THE STAAD.Pro RUN ******** DATE= OCT 6,2009 TIME= 13:17:56 **v Page 70C:\tVAN WORK\DESIGN\16390 Legoland\Design\Tower-1\Model\16330 Tower-1-1.anl Page 56 of 58 are licensed to wwi 16390 Rev PartTower-1 Job Title LEGOLAND By Date08-SEP-09 Chd Client CALIFORNIA File 16390 Tower-1-1.std Date™me 06-Oct-2009 13:17 0.195 D 0.279 0.28 0,198 0.143 „ .... 0.676 O°-143 ~-» 0.00681 0.00681 0103 0.00681 0.192 0.674 ft 0.35 8 0.172 0.286 0.1960.713 Y • 0.25 XC..4X \ 0-iv 0.435 \ N 0,mso.4W r> x o.35i 0 644\0.4>8 VOX 0.367 * 01' 0.385'J.384 0.367 oo „ .BQ0.6S9 O.i>8, \ x 0.325•o.2(E,- 0.234 p'* 0.174 vD.0996 0.575 °-62 0.199 CO 0.101 0.649 0.646 fi> 0.154 TOWER CODE CHECK Print Time/Date: 06/10/2009 13:45 STAAD.Pro for Windows 20.07.04.12 Page 71 Print Run 1 of 1 Software licensed to wwi 16390 partTower-1 Job Title LEGOLAND Ref By Dat608-SEP-09 Chd Client CALIFORNIA File 16390 Tower-1-1.std pate/Time 06-0ct-2009 13:17 0.24®0.24® 0.143 0.243 0.143 0.328- 0.204 0.28 ^ 0.558 0.672 0.438 ««« S2?-554 0.45 0.626 0.154 CP o.fli«o °-1 9.106® 0.1 TOWER CODE CHECK Print Time/Date: 06/10/2009 13.46 STAAD.Pro for Windows 20.07.04.12 Page 72 Print Run 1 of 1 DISPLACEMENT Page 73 •P" • ~-»aSoftware licensed to wwi 16390 partTower-1 Job Title LEGOLAND By Date08-SEP-09 Chd ciiem CALIFORNIA Flle 16390 Tower-1 -1 .std Date/Time Q6-Oct-2009 13:17 - Max: 0.093 In x £j 0.083 in Max: O.OM In Wx: 0.084 in Mali:0.179<n Ma<; 0.177 in M^x: 0.033 I Max;0.176 In 0 - ax: 0.107 in 80.0" in V ^N Max: 0.105 in Max: 0.100 In Max: 0.176 In Max: D.073 in © ... - • teo.OSflin J. Max: 0.083 in Wl10.079 in 'a."'.. © .... W,:0..»,n Mtixf" 0.079 in PLATFORM BEAM DISPLACEMENT FOR DEAD LOAD MAX = 0.18 in < 15ft/200 = 0.9 in OK! Print Time/Date: 06/10/2009 13:43 STAAD.Pro for Windows 20.07.04.12 Page 74 Print Run 1 of 1 Software licensed to wwi 16390 Sheet No PartTower-1 Job Title LEGOLAND By Date08-SEP-09 Chd Client CALIFORNIA File 16390Tower-1-1.std Date/rime Q6-Oct-2009 13:17 Max: 0.131 ir ,--•-""" Max: 0.128 In ' k@--0.H2ln Malt; 0.180 in Max: 0.305 In .--•03 'h Max>0.30d in »W 0.152 in Max; 0.155 Wo. JHax: -0,300 in Max: 0,303 I ...,---•"'id ..mi. Max: 0.183 in X Ma*:0. i: 0,301 ir Max: 0.178 ir Max: 0.131 in Mail: 0.299 In Maxrd.31 Q.,.. - - -- I,,,:.,,,. J - Max: 0.126 In Max: 0.111 in Max: 0.125 in PLATFORM BEAM DISPLACEMENT FOR LIVE LOAD MAX = 0.3 in < 15ft/360 = 0.5 in OK! Phnt Time/Date: 06/10/2009 13:37 STAAD.Pro for Windows 20.07.04.12 Page 75 Print Run 1 of 1 JP"— "'' m^-n^tiilit Software licensed to wwi Job Title LEGOLAND Job No 16390 Sheet No partTower-1 Ref Rev1 By XY Dat£08-SEP-09 Chd Client CALIFORNIA File 16390 Tower-M.std Node Displacements Node 7102 7204 7307 7402 7503 7604 7702 L/C 1:DEADLOAD 2:LIVE LOAD 3:WIND-X 4:WIND-Z 5:EQ-X 6:EQ-Z 7:EQ - DW 1:DEADLOAD 2:LIVE LOAD 3:WIND-X 4:WIND-Z 5:EQ - X 6:EQ-Z 7:EQ - DW 1:DEADLOAD 2:LIVE LOAD 3:WIND-X 4.-WIND - Z 5:EQ-X 6:EQ-Z 7:EQ - DW 1:DEADLOAD 2:LIVE LOAD 3:WIND - X 4:WIND-Z 5:EQ-X 6:EQ-Z 7:EQ - DW 1:DEADLOAD 2:LIVE LOAD 3:WIND-X 4:WIND - Z 5:EQ-X 6:EQ-Z 7:EQ - DW 1. -DEAD LOAD 2:LIVE LOAD 3:WIND-X 4:WIND-Z 5:EQ-X 6:EQ-Z 7.EQ - DW 1:DEADLOAD 2:LIVE LOAD 3:WIND-X X (in) 0.005 0.012 0.141 0.012 0.235 O.Q17 0.001 0.005 0.012 0.141 0.012 0.235 0.017 0.001 0.005 0.012 0.141 0.012 0.235 0.017 0.001 0.004 0.010 0.136 0.000 0.225 -0.000 0.001 0.004 0.010 0.136 0.000 0.225 -0.000 0.001 0.004 0.010 0.136 0.000 0.225 -0.000 0.001 0.003 0.009 0.130 COLUMN DISPLACEMENT AT PLATFORM Y (in) -0.011 -0.005 0.010 0.001 0.021 0.003 -0.002 -0.011 -0.011 -0.009 -0.000 -0.019 -0.001 -0.002 -0.018 -0.013 -0.001 0.000 -0.002 0.001 -0.003 -0.008 -0.008 0.008 0.007 0.016 0.015 -0.001 -0.010 -0.017 -0.009 0.007 -0.016 0.015 -0.002 -0.012 -0.012 -0.000 0.010 0.001 0.021 -0.002 -0.011 -0.004 0.009 Z (in) -0.004 -0.010 -0.006 0.115 -0.009 0.201 -0.001 -0.003 -0.009 -0.000 0.127 0.001 0.219 -0.000 -0.002 -0.007 0.006 0.139 0.011 0.237 -0.000 -0.004 -0.010 -0.006 0.115 -0.009 0.201 -0.001 -0.003 -0.009 -0.000 0.127 0.001 0.219 -0.000 -0.002 -0.007 0.006 0.139 0.011 0.237 -0.000 -0.004 -0.010 -0.006 Resultant (in) 0.013 0.017 0.142 0.116 0.236 0.202 0.002 0.013 0.019 0.142 0.128 0.236 0.220 0.002 0.019 0.019 0.141 0.140 0.235 0.237 0.003 0.010 0.017 0.136 0.115 0.226 0.202 0.002 0.011 0.022 0.136 0.127 0.226 0.220 0.002 0.013 0.017 0.136 0.140 0.225 0.238 0.002 0.012 0.014 0.130 rX (rad) 0.000 0.000 -0.000 0.000 0.000 0.002 0.000 0.000 0.000 0.000 -0.001 0.000 0.000 0.000 0.000 0.000 -0.000 0.000 -0.000 0.002 0.000 -0.000 -0.000 -0.000 0.000 -0.000 0.000 -0.000 -0.000 -0.000 -0.000 0.001 -0.000 0.001 -0.000 -0.000 -0.000 0.000 0.000 0.000 0.001 -0.000 0.000 0.000 -0.000 rY (rad) -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 Date/Time Q6-Oct-2009 13:17 rZ (rad) 0.001 0.000 -0.000 -0.000 -0.003 -0.000 0.000 -0.000 -0.000 -0.000 -0.000 -0.001 -0.000 -0.000 -0.000 0.000 -0.000 -0.000 -0.002 -0.000 -0.000 -0.000 -0.000 0.000 -0.000 -0.001 -0.000 -0.000 0.000 0.000 -0.001 0.000 -0.001 0.000 0.000 -0.000 -0.000 0.000 -0.000 -0.001 -0.000 -0.000 0.001 0.000 -0.000 Print Time/Date: 06/10/2009 13:20 STAAD.Pro for Windows 20.07.04.12 Page 76 Print Run 1 of 2 Mmn^^ggjpPp Software licensed to wwi Job Title LEGOLAND Job No 16390 Sheet No partTower-1 Ref Rev 2 By XY Dat£08-SEP-09 Chd Client CALIFORNIA File 16390Tower-1-1.std Node Displacements Cont... Node 7802 7902 L/C 4:WIND - Z 5:EQ - X 6:EQ-Z 7:EQ - DW 1:DEADLOAD 2:LIVE LOAD 3:WIND-X 4:WIND-Z 5:EQ-X 6:EQ - Z 7:EQ - DW 1:DEADLOAD 2:LIVE LOAD 3:WIND-X 4:WIND-Z 5:EQ-X 6:EQ-Z 7:EQ - DW X (in) -0.012 0.215 -0.018 0.001 0.003 0.009 0.130 -0.012 0.215 -0.018 0.001 0.003 0.009 0.130 -0.012 0.215 -0.018 0.001 Y (in) -0.008 0.019 -0.018 -0.002 -0.009 -0.007 -0.008 -0.006 -0.018 -0.014 -0.001 -0.013 -0.005 -0.001 -0.010 -0.002 -0.022 -0.002 Date/Time Q6-Oct-2009 13:17 COLUMN DISPLACEMENT AT PLATFORM Z (in) 0.115 -0.009 0.201 -0.001 -0.003 -0.009 -0.000 0.127 0.001 0.219 -0.000 -0.002 -0.007 0.006 0.139 0.011 0.237 -0.000 Resultant (in) 0.116 0.216 0.203 0.002 0.010 0.014 0.130 0.128 0.216 0.220 0.002 0.013 0.012 0.130 0.140 0.215 0.238 0.002 rX (rad) 0.000 0.000 0.003 0.000 -0.000 -0.000 0.000 -0.000 0.000 0.001 -0.000 0.000 0.000 0.000 0.000 -0.000 0.003 0.000 rY (rad) -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 rZ (rad) 0.000 -0.003 0.000 0.000 -0.000 -0.000 -0.000 0.000 -0.001 0.000 -0.000 -0.001 -0.000 -0.000 0.000 -0.003 0.000 -0.000 WIND LOAD COLUMN MAX DISPLACEMENT = 0.14 in SEISMIC LOAD R=l . 5 Cd=1.5 COLUMN MAX DISPLACEMENT = 0.24*1.5 = 0.36 in OK! Print Time/Date: 06/10/2009 13:20 STAAD.Pro for Windows 20.07.04.12 Page 77 Print Run 2 of 2 Software licensed to wwi Job No 16390 partTower-1 Job Title LEGOLAND By Date08-SEP-09 Chd Client CALIFORNIA Rle 16390Tower-1-1.std Date/Time Q6-Oct-2009 13:17 :: 0.355 In Llax: 0.54! hike 0.101 Mix: 0.106 In )~ : 0~4M in f«ax: O.SSVIn Max: 0.361 In Max: 0.41 ROOF BEAM DISPLACEMENT FOR DEAD LOAD MAX = 0.58 in < 30ft/200 = 1.8 in OK! Print Time/Date: 06/10/2009 13:41 STAAD.Pro for Windows 20.07.04.12 Page 78 Print Run 1 of 1 Software licensed to wwi 16390 Rev partTower-1 Job Title LEGOLAND By Date08-SEP-09 Chd Client CALIFORNIA File 16390 Tower-1 -1 .std Date/Time Q6-Oct-2009 13:17 <-•?lax: JI.192 if ffltif; 0.206 in ISWO-OJTI ®. MM^O.IID in ROOF BEAM DISPLACEMENT FOR LIVE LOAD MAX = 0.23 in < 30ft/360 = 1 in OK! Print Time/Date: 06/10/2009 13:39 STAAD.Pro for Windows 20.07.04.12 Page 79 Print Run 1 of 1 wtm^^MripPI Software licensed to wwi Job Title LEGOLAND Job No 16390 Sheet No partTower-1 Ref Rev1 By XY Date08-SEP-09 chd Client CALIFORNIA File 16390Tower-1-1.std Node Displacements Node 7103 7308 7703 7903 L/C 1:DEADLOAD 2:LIVE LOAD 3:WIND - X 4:WlND - Z 5:EQ-X 6:EQ-Z 7:EQ - DW 1:DEADLOAD 2:LIVE LOAD 3:WIND-X 4:WIND-Z 5:EQ-X 6:EQ-Z 7:EQ - DW 1:DEADLOAD 2:LIVE LOAD 3:WIND - X 4:WIND-Z 5:EQ-X 6:EQ - Z 7:EQ - DW 1:DEADLOAD 2:LIVE LOAD 3:WIND-X 4:WIND-Z 5:EQ-X 6:EQ-Z 7:EQ-DW X (in) -0.001 0.009 0.233 0.013 0.622 0.025 -0.000 -0.001 0.009 0.233 0.013 0.622 0.025 -0.000 0.000 0.007 0.222 -0.013 0.640 -0.023 0.000 0.000 0.007 0.222 -0.013 0.640 -0.023 0.000 COLUMN DISPLACEMENT AT ROOF Y (in) -0.014 -0.006 0.010 0.002 0.021 0.004 -0.002 -0.020 -0.013 -0.001 0.000 -0.002 0.002 -0.003 -0.014 -0.005 0.009 -0.008 0.020 -0.019 -0.002 -0.015 -0.006 -0.001 -0.010 -0.002 -0.023 -0.003 Z (in) 0.012 0.005 -0.005 0.198 0.011 0.575 0.002 0.011 0.007 0.005 0.225 -0.008 0.623 0.002 0.012 0.005 -0.005 0.198 0.011 0.575 0.002 0.011 0.007 0.005 0.225 -0.008 0.623 0.002 Resultant (in) 0.018 0.012 0.233 0.199 0.622 0.576 0.003 0.023 0.018 0.233 0.225 0.622 0.624 0.004 0.018 0.010 0.223 0.199 0.641 0.576 0.003 0.019 0.012 0.222 0.226 0.640 0.624 0.003 rX (rad) 0.001 0.000 0.000 0.000 0.000 0.002 0.000 0.001 0.000 -0.000 0.000 -0.000 0.002 0.000 -0.000 -0.000 0.000 0.000 0.000 0.002 -0.000 -0.000 -0.000 -0.000 0.000 -0.000 0.002 -0.000 rY (rad) 0.000 -0.000 -0.000 -0.000 0.000 -0.000 0.000 0.000 -0.000 -0.000 -0.000 0.000 -0.000 0.000 0.000 -0.000 -0.000 -0.000 0.000 -0.000 0.000 0.000 -0.000 -0.000 -0.000 0.000 -0.000 0.000 Date/Time Q6-Oct-2009 13:17 rZ (rad) -0.002 -0.001 -0.000 -0.000 -0.002 -0.000 -0.000 0.002 0.001 -0.000 -0.000 -0.002 -0.000 0.000 -0.002 -0.001 -0.000 -0.000 -0.002 0.000 -0.000 0.002 0.001 -0.000 -0.000 -0.002 0.000 0.000 WIND LOAD COLUMN MAX DISPLACEMENT = 0.24 in SEISMIC LOAD R=l . 0 Cd=l . 0 TABULATED VALUE BASED ON R=1.5, SO FOR R=l . 0 COLUMN MAX DISPLACEMENT = 0.64 *1.5 =0.96 in OK! Print Time/Date: 06/10/2009 13:20 STAAD.Pro for Windows 20.07.04.12 Page 80 Print Run 1 of 1 MEMBER END FORCE & CONNECTION DESIGN Page 81 gf "'"'"• Job No MW9w»*i4pH| Software licensed to wwi ' *• Job Title LEGOLAND Ref By X> Client CALIFORNIA File 1£ Sheet No Rev 16390 1 )wer-1 1 Date08-SEP-09 chd >390 Tower-1 -1 .std Date/rime Q6-Oct-2009 1 3: 1 7 Beam End Force Summary KNEE BRACE END FORCE The signs of the forces at end B of each beam have been reversed. For example: this means that the Min Fx entry gives the largest tension value for an beam. Axial Shear Beam Node L/C Fx Fy Fz (kip) (kip) (kip) MaxFx 2003 7602 35:1,2D+1.6L+ 14.290 -0.045 -0.000 MinFx 2001 177 6:EQ-Z -0.526 -0.032 0.000 MaxFy 2000 133 53:1.2D+1.0L+ 3.888 0.088 -0.000 MinFy 2000 7200 53:1.2D+1.0L+ 4.021 -0.088 -0.000 MaxFz 2000 133 5:EQ-X 0.279 -0.000 0.042 Min Fz 2000 7200 5:EQ - X 0.279 -0.000 -0.042 Max MX 2003 230 34:1,2D+1.6L+ 14.082 0.045 -0.000 Min MX 2002 183 61:1.2D+1.0L+ 9.677 0.028 -0.029 Max My 2000 133 1:DEADLOAD 1.753 0.038 -0.000 Min My 2000 133 1:DEADLOAD 1.753 0.038 -0.000 MaxMz 2000 133 1:DEADLOAD 1.753 0.038 -0.000 MinMz 2000 133 1:DEADLOAD 1.753 0.038 -0.000 MAX SHEAR =14.3 KIPS PROVIDE 2-3/4" A3 2 5 BOLTS SHEAR CAPACITY =31.8 KIPS Ok! Torsion Bending MX My Mz (kip'ft) (kip'ft) (kip'ft) 0.228 0.000 0.000 -0.003 0.000 0.000 -0.033 0.000 0.000 -0.033 0.000 0.000 0.098 0.000 0.000 0.098 0.000 0.000 0.234 0.000 0.000 -0.256 0.000 0.000 -0.013 0.000 0.000 -0.013 0.000 0.000 -0.013 0.000 0.000 -0.013 0.000 0.000 Print Time/Date: 06/10/2009 13:47 STAAD.Pro for Windows 20.07.04.12 Page 82 Print Run 1 of 1 P» ~* Job No ^••IK** _^jl PartTf»..i. mmnt Software licensed to wwi ' l Job Title LEGOLAND Ref By x' Client CALIFORNIA File 1C Beam End Force Summary HORIZENTAL BRACE Sheet No Rev 16390 1 )wer-1 f Dal€08-SEP-09 Chd >390 Tower-1 -1 .std Date/Time Q6-Oct-2009 13:17 END FORCE The signs of the forces at end B of each beam have been reversed. For example: this means that the Min Fx entry gives the largest tension value for an beam. Axial Shear Beam Node L/C Fx Fy Fz (kip) (kip) (kip) MaxFx 2111 119 41:1.2D+1.6W 15.225 0.061 0.000 MinFx 2111 119 70:0.9D+1.6W -13.655 0.045 0.001 MaxFy 2101 7801 10:1.40 (EQ.1f 0.940 0.113 -0.000 MinFy 2101 7901 10:1.40 (EQ.ie 0.940 -0.113 -0.000 MaxFz 2109 7801 52:1.2D+1.0L+ 1.132 -0.043 0.149 MinFz 2104 7502 53:1.2D+1.0L+ 3.839 0.042 -0.150 Max MX 2104 7502 72:0.9D+1.6W 1.936 0.027 0.001 Min MX 2104 7502 43:1.2D+1.6W 1.237 0.037 -0.004 Max My 2103 122 50:1.2D+1.0L+ 1.767 -0.069 0.101 Min My 2104 118 53:1.2D+1.0L+ 3.839 -0.069 -0.105 MaxMz 2104 118 52:1. 20+1 .OL+ 4.412 -0.070 0.090 Min Mz 2102 121 5:EQ-X -1.065 0.000 0.090 MAX SHEAR =15.3 KIPS PROVIDE 2-3/4" A3 2 5 BOLTS SHEAR CAPACITY =31.8 KIPS Ok! Torsion Bending MX My Mz (kip'ft) (kip'ft) (kip'ft) -0.001 -0.003 0.091 0.029 -0.005 0.067 0.006 0.000 0.000 0.006 ' 0.000 0.000 -0.020 0.000 0.000 -0.126 0.000 0.000 0.139 0.000 0.000 -0.157 0.000 0.000 0.019 0.927 0.105 -0.126 -0.957 0.101 0.084 0.843 0.108 0.050 0.841 -0.003 Print Time/Date: 06/10/2009 13:47 STAAD.Pro for Windows 20.07.04.12 Page 83 Print Run 1 of 1 Software licensed to wwi 16390 PartTower-1 Job Title LEGOLAND Ref By Dat£08-SEP-09 Client CALIFORNIA File 16390 Tower-1 -1 .std Date/Time oe-Oct-2009 13:17 Beam End Force Summary X-BRACE END FORCE The signs of the forces at end B of each beam have been reversed. For example: this means that the Min Fx entry gives the largest tension value for an beam. Max Fx Min Fx MaxFy Min Fy MaxFz Min Fz Max MX Min MX Max My Min My Max Mz MinMz Beam 2208 2202 2213 2213 2215 2215 2223 2221 2200 2200 2200 2200 Node 7200 119 118 7503 7402 120 122 120 7700 7700 7700 7700 L/C 40:1.2D+1.6W 70:0.90+1. 6W 50:1.2D+1.0L+ 50:1.2D+1.0L+ 5:EQ-X 5:EQ-X 50:1.2D+1.0L+ 51:1.20+1.01+ 1:DEADLOAD 1: DEAD LOAD 1: DEAD LOAD 1:DEADLOAD Axial Fx (kip) 44.000 -38.103 -25.223 -25.362 -4.880 -4.880 5.666 9.701 1.710 1.710 1.710 1.710 Shear Fy (kip) 0.048 -0.036 0.093 -0.093 0.000 0.000 0.055 0.055 0.040 0.040 0.040 0.040 Fz (kip) -0.000 0.000 0.000 0.000 0.044 -0.044 0.044 -0.044 0.000 0.000 0.000 0.000 Torsion MX (kipft) -0.017 -0.005 0.015 0.015 -0.014 -0.014 0.143 -0.126 0.002 0.002 0.002 0.002 Bending My (kipft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Mz (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 AISC341-05-14.4 (R=1.5, OMIGA=1.0) l.)4" STD pipe tension Ry*Fy*Ag = 1.4*42*2.97=172 kips no need exceed 2.)Max amplified seismic load = 44.Okips*!.0=44.Okips PROVIDE 4-7/8" A325 BOLTS SHEAR CAPACITY =86.4 kips OR 2-1" A325 BOLTS SHEAR CAPACITY =56.6 kips Ok! Print Time/Date: 06/10/2009 13:49 STAAD.Pro for Windows 20.07.04.12 Page 84 Print Run 1 of 1 Software licensed to wwi 16390 PartTower-1 Job Title LEGOLAND Ref By Date08-SEP-09 chd Client CALIFORNIA Rle 16390 Tower-1-1.std Oa\err,me Q6-Oct-2009 13:17 Beam End Force Summary STAIR KNEE BRACE BEAM END FORCE The signs of the forces at end B of each beam have been reversed. For example: this means that the Min Fx entry gives the largest tension value for an beam. Max Fx Min Fx MaxFy Min Fy MaxFz Min Fz Max MX Min MX Max My Min My MaxMz Min Mz Beam 3504 3501 3504 3501 3502 3504 3504 3502 3502 3504 3505 3504 Node 7603 7305 7603 7305 7306 7603 7603 7306 184 229 230 229 L/C 70:0.90+1. 6W 53:1.2D+1.0L+ 30:1,2D+1.6L+ 58:1.2D+1.0L+ 53:1.2D+1.0L+ 52:1.2D+1.0L+ 52:1.2D+1.0L+ 60:1.2D+1.0L+ 53:1.2D+1.0L+ 52:1.2D+1.0L+ 41:1.2D+1.6W 30:1,2D+1.6L+ Axial Fx (kip) 5.584 -9.582 -4.065 -1.876 -3.400 -3.926 -3.926 -0.674 -3.400 -3.926 -6.106 -4.065 Shear Fy (kip) 4.400 -2.134 9.716 -4.015 7.601 8.412 8.412 7.432 7.541 8.351 -2.884 9.663 Fz (kip) -0.200 -0.540 -0.507 -0.328 1.758 -1.060 -1.060 0.450 1.734 -1.036 -0.033 -0.507 Torsion MX (kipft) 0.005 0.005 0.012 0.002 -0.003 0.018 0.018 -0.010 -0.003 0.018 0.001 0.012 Bending My (kipft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 3.492 -2.096 -0.109 -1.015 Mz (kipft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -15.142 -16.763 5.860 -19.378 MAX SHEAR = 10. KIPS PROVIDE 2-3/4" A325 BOLTS MIN. SHEAR CAPACITY =31.8 KIPS Ok! Print Time/Date: 06/10/2009 13:55 STAAD.Pro for Windows 20.07.04.12 Page 85 Print Run 1 of 1 Software licensed to wwi 16390 Sheet No Partlower-1 Job Title LEGOLAND By XY Dat£08-SEP-09 client CALIFORNIA File 16390 Tower-1-1.std 06-Oct-2009 13:17 Beam End Force Summary STAIR SUPPORT BEAM W12X30 END FORCE The signs of the forces at end B of each beam have been reversed. For example: this means that the Min Fx entry gives the largest tension value for an beam. Max Fx Min Fx Max Fy Min Fy MaxFz MinFz Max MX Min MX Max My Min My MaxMz MinMz Beam 3406 3406 3406 3401 3406 3401 3401 3410 3401 3400 3402 3400 Node 7203 7203 7203 7501 7203 69 69 134 69 70 69 70 L/C 41:1.2D+1.6W 70:0.90+1. 6W 61:1.2D+1.0L+ 32:1,2D+1.6L+ 59:1.2D+1.0L+ 33:1,2D+1.6L+ 35:1,2D+1.6L+ 51:1.2D+1.0L+ 33:1,2D+1.6L+ 81:0.9D+1.0E( 6:EQ-Z 32:1,2D+1.6L+ Axial Fx (kip) 15.458 -13.864 7.182 -0.387 -3.163 -4.490 -4.100 -1.859 -4.490 -0.575 2.990 -2.658 Shear Fy (kip) 5.009 0.418 9.284 -18.527 6.767 -17.457 -17.597 -1.089 -17.457 1.622 -3.362 6.771 Fz (kip) -0.048 0.381 0.586 -2.995 0.768 -3.128 -3.114 0.091 -3.128 -0.294 -0.121 0.088 Torsion MX (kip-ft) -0.001 -0.014 -0.017 0.068 -0.020 0.071 0.071 -0.037 0.071 -0.002 -0.001 -0.029 Bending My (kip'ft) 0.000 0.000 0.000 0.000 0.000 6.256 6.227 -0.215 6.256 -2.891 -0.370 0.708 Mz (kip-ft) 0.000 0.000 0.000 0.000 0.000 -34.986 -35.266 -2.261 -34.986 -13.995 6.705 -55.312 MAX SHEAR = 20 KIPS PROVIDE 3-3/4" A3 2 5 BOLTS SHEAR CAPACITY =47.7 KIPS Ok! Print Time/Date: 06/10/2009 13:64 STAAD.Pro for Windows 20.07.04.12 Page 86 Print Run 1 of 1 JF"~ "* Job No »,,,,, ,i<ilSli Software licensed to wwi Tc Job Title LEGOLAND Re' By Xx Cliem CALIFORNIA File 1C Sheet No Rev 16390 1 )wer-1 f Date08-SEP-09 chd 390Tower-1-1.std Date/Time Q6-Oct-2009 13:17 Beam End Force Summary PLATFORM BEAM wiox22 END FORCE The signs of the forces at end B of each beam have been reversed. For example: this means that the Min Fx entry gives the largest tension value for an beam. Axial Shear Beam Node L/C Fx Fy Fz (kip) (kip) (kip) MaxFx 3101 7402 43:1.2D+1.6W 1.792 2.490 0.000 MinFx 3101 7402 42:1.2D+1.6W -1.792 2.490 -0.000 MaxFy 3102 7204 20:1.2D+1.6L ( 0.000 8.448 -0.000 MinFy '3102 7503 20:1.2D-H.6L ( 0.000 -8.448 -0.000 MaxFz 3101 7402 40:1.2D+1.6W 0.000 2.490 3.664 MinFz 3101 7402 41:1.2D+1.6W 0.000 2.490 -3.664 Max MX 3105 7604 50:1.2D+1.0L+ 0.000 2.114 0.079 Min MX 3101 7402 51:1.2D+1.0L+ 0.000 6.398 -1.223 Max My 3114 253 41:1.2D+1.6W 0.000 1.602 -2.877 Min My 3114 253 40:1.2D+1.6W 0.000 1.596 2.877 MaxMz 3100 7102 53:1.2Di-1.0L+ 0.903 5.490 0.000 MinMz 3104 263 35:1,2D+1.6L+ 0.000 0.563 -0.125 MAX SHEAR =8.5 KIPS PROVIDE 2-3/4" A3 25 BOLTS MIN. SHEAR CAPACITY = 31.8 KIPS Ok! Torsion Bending MX My Mz (kipft) (kip'ft) (kipft) -0.001 0.000 0.000 -0.001 0.000 0.000 -0.000 0.000 0.000 -0.000 0.000 0.000 0.000 0.000 0.000 -0.003 0.000 0.000 0.004 0.000 0.000 -0.004 0.000 0.000 -0.001 7.433 -1.591 0.002 -7.433 -1.674 0.001 0.000 22.514 0.000 -0.160 -16.857 Print Time/Date: 06/10/2009 13:51 STAAD.Pro for Windows 20.07.04.12 Page 87 Print Run 1 of 1 •pp*-" ~" Job Nora •1'u-j.ju'lldBi Software licensed to wwi a Tc Job Title LEGOLAND Ref By Xx Client CALIFORNIA File 1C Sheet No Rev 16390 1 >wer-1 f Date08-SEP-09 Chd 390 Tower-1-1.std Date/Time oe-Oct-2009 13:17 Beam End Force Summary PLATFORM BEAM W12X30 END FORCE The signs of the forces at end B of each beam have been reversed. For example: this means that the Min Fx entry gives the largest tension value for an beam. Axial Shear Beam Node L/C Fx Fy Fz (kip) (kip) (kip) MaxFx 3200 239 5:EQ-X 0.112 0.000 -0.000 MinFx 3200 7102 5:EQ - X -0.112 0.000 -0.000 MaxFy 3201 7204 32:1,20+1.61+ 0.000 9.167 -0.076 MinFy 3205 7802 20:1.2D+1.6L ( 0.000 ' -9.167 0.000 MaxFz 3200 239 42:1.2D+1.6W 0.000 2.688 0.778 MinFz 3205 248 42:1.2D+1.6W 0.000 -2.688 -0.778 Max MX 3202 7702 52:1.2D+1.0L+ 0.000 7.369 -0.084 Min MX 3203 7802 52:1.20+1.01+ 0.000 7.369 -0.084 Max My 3200 239 42:1. 20+1. 6W 0.000 2.688 0.778 Min My 3200 239 43:1. 20+1. 6W 0.000 2.688 -0.778 MaxMz 3207 250 6:EQ-Z 0.000 0.000 -0.139 MinMz 3210 242 20:1. 20+1. 6L ( 0.000 -0.240 -0.000 MAX SHEAR = 9.2 KIPS PROVIDE 3-3/4" A3 2 5 BOLTS SHEAR CAPACITY =47.7 KIPS Ok! Torsion Bending MX My Mz (kip'ft) (kip'ft) (kip'ft) -0.000 0.000 -0.000 -0.000 0.000 0.000 -0.001 0.000 0.000 0.001 0.000 0.000 0.004 0.771 -14.637 0.003 0.771 -14.637 0.006 0.000 0.000 -0.006 0.000 0.000 0.004 0.771 -14.637 -0.005 -0.771 -14.637 -0.005 0.138 0.000 -0.000 0.000 -44.638 Print Time/Date: 06/10/2009 13:52 STAAD.Pro for Windows 20.07.04.12 Page 88 Print Run 1 of 1 F^j •m—-,*/ili!!k Software licensed to wwi Job Title LEGOLAND Client CALIFORNIA Job No Sheet No Rev 16390 1 partTower-1 Ref By XY Dat£08-SEP-09 Chd File 16390Tower-1-1.std Date/Time 06-Oct-2009 13:17 Beam End Force Summary PLATFORM BEAM W14X34 END FORCE The signs of the forces at end B of each beam have been reversed. For example: this means that the Min Fx entry gives the. largest tension value for an beam. Axial Shear Beam Node L/C Fx Fy Fz (kip) (kip) (kip MaxFx 3300 243 5:EQ-X 0.048 -0.000 -0. MinFx 3300 7402 5:EQ-X -0.048 -0.000 -0. MaxFy 3300 7402 20:1.2D+1.6L ( 0.000 17.202 -0. MinFy 3305 7604 32:1,2D+1.6L+ 0.000 -17.202 -0. MaxFz 3300 243 6:EQ-Z 0.000 0.000 0. MinFz 3303 244 6:EQ - Z 0.000 0.000 -0. Max MX 3300 7402 87:0.9D+1.0E ( 0.000 3.157 0. Min MX 3300 7402 52:1.2D+1.0L+ 0.000 13.447 -0. Max My 3300 243 6:EQ-Z 0.000 0.000 0. Min My 3300 243 53:1.2D+1.0L+ 0.000 13.214 -0. MaxMz 3301 245 6:EQ-Z 0.000 -0.000 0. MinMz 3305 246 32:1,2D+1.6L+ 0.000 -16.999 -0. MAX SHEAR =17.2 KIPS PROVIDE 3-3/4" A3 2 5 BOLTS SHEAR CAPACITY =47.7 KIPS Ok! Torsion Bending MX My Mz ) (kip'ft) (kip'ft) (kip~ft) 000 0.000 0.000 0.000 000 0.000 0.000 0.000 000 -0.002 0.000 0.000 000 0.000 0.000 ' 0.000 059 -0.003 0.059 -0.000 059 -0.003 0.059 0.000 036 0.003 0.000 0.000 036 -0.005 0.000 0.000 059 -0.003 0.059 -0.000 059 0.001 -0.059 -66.653 059 0.001 0.059 0.000 000 0.000 0.000 -85.503 Print Time/Date: 06/10/2009 13:53 STAAD.Pro for Windows 20.07.04.12 Page 89 Print Run 1 of 1 pfe-nMMpl Software licensed to wwi Job Title LEGOLAND Client CALIFORNIA Job No 16390 partTower-1 Sheet No 1 Rev Ref By XY Dat£08-SEP-09 Chd File 16390Tower-1-1.std Date/Time Q6-Oct-2009 13:17 Beam End Force Summary ROOF BEAM W14X34 END FORCE The signs of the forces at end B of each beam have been reversed. For example: this means that the Min Fx entry gives the largest tension value for an beam. MaxFx Min Fx Max Fy Min Fy Max Fz Min Fz Max MX Min MX Max My Min My MaxMz Min Mz Beam 3601 3601 3603 3611 3626 3606 3615 3612 3606 3606 3603 3608 Node 280 7103 7703 7903 281 277 270 268 277 277 7703 267 L/C 6:EQ-Z 6:EQ - Z 51:1.2D+1.0L+ 50:1.2D+1.0L+ 5:EQ-X 5:EQ-X 50:1.2D+1.0L+ 50:1.2D+1.0L+ 51:1.2D+1.0L+ 5:EQ-X 51:1.2D+1.0L+ 31:1,2D+1.6L+ Axial Fx (kip) 0.305 -0.305 0.048 0.048 0.000 0.000 0.000 0.000 0.000 0.000 0.048 0.000 Shear Fy (kip) -1.477 -1.477 11.816 -11.749 -0.000 0.000 3.097 3.097 1.102 0.000 11.816 -1.492 Fz (kip) -0.000 -0.000 0.000 0.000 0.381 -0.381 0.229 0.229 0.381 -0.381 0.000 -0.000 Torsion MX (kipft) -0.000 -0.000 -0.000 0.000 -0.000 -0.000 0.002 -0.002 0.001 -0.000 -0.000 0.000 Bending My (kipft) 0.000 -0.000 -0.000 0.000 -0.760 -0.760 0.000 0.000 0.760 -0.760 -0.000 -0.000 Mz (kipft) -7.922 -22.693 67.128 66.100 -0.000 -0.000 0.000 0.000 -20.997 -0.000 67.128 -50.301 FOR BEAM TO BEAM CONNECTION MAX SHEAR = 12 KIPS 3-A325 BOLTS SHEAR CAPACITY =47.7 KIPS OK! FOR BEAM TO COLUMN MOMENT CONNECTION TABULATED VALUE BASED ON R=1.5, FOR MOMENT FRAME, R=1.0, SEISMIC EFFECT SHOULD MULTIPLY BY 1.5 SEE DETAIL ON NEXT PAGE. MEMBER 3603, NODE 7703 (BEAM TO COLUMN CONNECTION DESIGN) Print Time/Date: 06/10/2009 13:57 STAAD.Pro for Windows 20.07.04.12 Page 90 Print Run 1 of 1 jpm--~ -» a^._.. jmliiPP Software licensed to wwi Job Title LEGOLAND Client CALIFORNIA Beam End Forces ROOF BEAM Job No Sheet No Rev 16390 1 partTower-1 Ref By XY DaU08-SEP-09 Chd File 16390Tower-1-1.std Date/rime Q6-Oct-2009 13:17 W14X34 TO COLUMN Sign convention is as the action of the joint on the beam. Beam 3603 Node L/C 7703 1: DEAD LOAD 2:LIVE LOAD 3:WIND-X 4:WIND - Z 5:EQ-X 6:EQ-Z 7:EQ - DW 271 1:DEADLOAD 2:LIVE LOAD 3:WIND-X 4:WIND-Z 5:EQ - X 6:EQ-Z 7:EQ - DW Axial Fx (kip) 0.000 0.000 0.000 0.000 -0.048 0.000 0.000 0.000 0.000 0.000 0.000 -0.048 0.000 0.000 Shear Fy(kip) 6.052 1.887 -0.366 0.003 -1.611 0.016 1.039 -5.882 -1.887 0.366 -0.003 1.611 -0.016 -1.010 Fz (kip) 0.000 0.000 0.000 0.000 0.000 -0.048 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.048 0.000 Torsion Bending MX My Mz (kip-ft) (kip'ft) (kip'ft) 0.000 0.000 25.394 0.000 0.000 7.856 0.000 -0.000 -5.455 0.000 -0.000 0.051 0.000 -0.000 -24.178 -0.000 0.040 0.248 0.000 0.000 4.358 -0.000 0.000 4.440 -0.000 -0.000 1.577 -0.000 -0.000 3.624 -0.000 -0.000 -0.034 -0.000 -0.000 16.121 0.000 -0.040 -0.166 -0.000 0.000 0.763 LOAD COMBO 51- 1 . 2DL+1 . OLL+1 . OEQ-X+1 . OEQ-DW MOMENT MDL =25.4 kip*ft MLL =7.9 kip* ft MEQ-X =24.2 kip*ft*1.5=36.3 MEQ-DW =4.4 kip*ft*1.5=6.6 REQUIRED MOMENT STRENGTH = 1.2*25.4+7.9+36.3+6.6 = 81.28 kip*ft W14x34 FY=50ksi MOMENT CAPACITY MP = Fy*Z=50*54 . 6=227 . 5kip*ft Column 12.75*0.375 PIPE Fy=42 ksi MOMENT CAPACITY MP=FY*Z=42*53 . 7= 188 kip*ft Print Time/Date: 06/10/2009 14:13 STAAD.Pro for Windows 20.07.04.12 Page 91 Print Run 1 of 1 REACTIONS AND LOADING TABLE Page 92 JPP"»~"-* •mn^^iffflm Software licensed to wwi Job Title LEGOLAND Job No 16390 Sheet No Rev1 partTower-1 Ref By XY Date08-SEP-09 Chd Client CALIFORNIA Rle 16390 Tower-1-1.std Date/Time 06-Oct-2009 13:17 Reactions Node 1 L/C 1:DEADLOAD 2:LIVE LOAD 3:WIND - X 4:WIND-Z 5:EQ-X 6:EQ-Z 7:EQ - DW 10:1.40 (EQ.1f 20:1. 20+1 .6L( 30:1,2D+1.6L+ 31:1,2D+1.6L+ 32:1, 20+1. 6L+ 33:1,2D+1.6L+ 34:1,2D+1.6L+ 35:1, 20+1 .6L+ 36:1,2D+1.6L+ 37:1, 20+1 .6L+ 40:1.2D+1.6W 41:1. 20+1. 6W 42:1. 20+1. 6W 43:1.2D+1.6W 44:1.2D+1.6W 45:1.2D+1.6W 46:1.2D+1.6W 47:1.2D+1.6W 50:1. 20+1 .OL+ 51:1.2D+1.0L+ 52:1.2D+1.0L+ 53:1. 20+1 .OL+ 54:1.2D+1.0L+ 55:1. 20+1 .OL+ 56:1. 20+1 .OL+ 57:1. 20+1 .OL+ 58:1.2D+1.0L+ 59:1. 20+1 .OL+ 60:1. 20+1 .OL+ 61:1. 20+1 .OL+ 62:1.2D+1.0L+ 63:1.2D+1.0L+ 64:1. 20+1. OL+ 65.-1.2D+1.0L+ 70:0.90+1. 6W 71:0.9D+1.6W 72:0.90+1. 6W Horizontal FX (kip) 0.138 0.219 -0.144 -0.082 . -0.309 -0.019 0.024 0.193 0.517 0.479 0.555 0.496 0.538 0.471 0.504 0.529 0.562 -0.066 0.396 0.034 0.296 -0.106 0.090 0.240 0.437 0.099 0.718 0.389 0.428 0.051 0.671 0.341 0.381 0.161 0.191 0.626 0.656 0.114 0.143 0.579 0.608 -0.107 0.355 -0.008 Vertical FY (kip) 1.197 2.642 -0.089 -0.200 0.152 -0.053 0.204 1.676 5.659 5.636 5.682 5.607 5.711 5.601 5.681 5.636 5.717 1.294 1.579 1.115 1.757 1.089 1.570 1.302 1.784 4.432 4.128 4.222 4.337 4.025 3.721 3.816 3.930 4.351 4.437 4.123 4.209 3.945 4.030 3.717 3.802 0.935 1.220 0.757 Horizontal FZ (kip) -0.018 -0.025 0.005 0.005 0.036 -0.104 -0.003 -0.025 -0.062 -0.060 -0.063 -0.060 -0.063 -0.060 -0.062 -0.061 -0.064 -0.014 -0.029 -0.013 -0.030 -0.009 -0.022 -0.020 -0.033 -0.014 -0.085 -0.153 0.054 -0.008 -0.079 -0.147 0.060 -0.101 0.055 -0.154 0.002 -0.095 0.061 -0.148 0.008 -0.008 -0.024 -0.007 Moment MX (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MY (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MZ (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Print Time/Date: 06/10/2009 13:21 STAAD.Pro for Windows 20.07.04.12 Page 93 Print Run 1 of 23 F^Eg«^___«i«B| Software licensed to wwi Job Title LEGOLAND Job No 16390 Sheet No Rev 2 partTower-1 Ref By XY Date08-SEP-09 Chd Client CALIFORNIA File 16390 Tower-1-1.std Datemme 06-Oct-2009 13:17 Reactions Cont... Node 2 L/C 73:0.90+1. 6W 74:0.90+1. 6W 75:0.90+1. 6W 76:0.90+1. 6W 77:0.90+1. 6W 80:0.90+1. OE( 81:0.9D+1.0E( 82:0.90+1. OE( 83:0.90+1. OE( 84:0.90+1. OE( 85:0.90+1. OE( 86:0.90+1. OE( 87:0.90+1. OE( 88:0.90+1. OE( 89:0.90+1. OE( 90:0.90+1. OE( 91:0.9D+1.0E( 92:0.90+1. OE( 93:0.90+1. OE( 94:0.90+1 .OE( 95:0.90+1. OE( 1:DEADLOAD 2:LIVE LOAD 3:WIND-X 4:WIND-Z 5:EQ-X 6:EQ-Z 7:EQ - DW 10:1.40 (EQ.K 20:1.2D+1.6L( 30:1,2D+1.6L+ 31:1,2D+1.6L+ 32:1, 20+1. 6L+ 33:1, 20+1. 6L+ 34:1, 20+1. 6L+ 35:1,20+1. 6L+ 36:1, 20+1. 6L+ 37:1,2D+1.6L+ 40:1. 20+1. 6W 41:1.2D+1.6W 42:1.2D+1.6W 43:1. 20+1. 6W 44:1. 20+1. 6W 45:1. 20+1. 6W Horizontal FX (kip) 0.255 -0.147 0.049 0.198 0.396 -0.162 0.457 0.128 0.167 -0.209 0.410 0.081 0.119 -0.099 -0.070 0.365 0.394 -0.146 -0.118 0.318 0.347 0.071 0.125 -0.130 -0.019 -0.202 -0.020 0.012 0.100 0.287 0.253 0.321 0.282 0.292 0.257 0.264 0.309 0.317 -0.124 0.294 0.055 0.115 -0.094 -0.049 Vertical FY (kip) 1.398 0.730 1.211 0.943 1.425 1.433 1.129 1.226 1.336 1.026 0.722 0.820 0.928 1.354 1.436 1.126 1.208 0.947 1.029 0.719 0.801 1.040 2.371 -0.080 -0.056 0.208 -0.091 0.177 1.456 5.037 5.016 5.057 5.022 5.051 5.009 5.032 5.041 5.064 1.120 1.375 1.158 1.338 1.085 1.219 Horizontal FZ (kip) -0.024 -0.004 -0.017 -0.015 -0.028 0.017 -0.055 -0.123 0.085 0.023 -0.048 -0.117 0.091 -0.070 0.086 -0.123 0.032 -0.064 0.092 -0.117 0.038 -0.018 -0.025 0.005 0.005 0.036 -0.104 -0.003 -0.025 -0.062 -0.061 -0.063 -0.060 -0.063 -0.060 -0.062 -0.062 -0.064 -0.014 -0.029 -0.013 -0.030 -0.009 -0.022 Moment MX (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MY (kipft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MZ (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Print Time/Date: 06/10/2009 13:21 STAAD.Pro for Windows 20.07.04.12 Page 94 Print Run 2 of 23 lU—,.J'*3PBi Software licensed to wwi Job Title LEGOLAND Job No 16390 Sheet No Rev 3 partTower-1 Ref By XY DaU08-SEP-09 Chd Client CALIFORNIA File 16390 Tower-1-1.std Date/Time Q6-Oct-2009 13:17 Reactions Cont... Node 3 L/C 46:1. 20+1 .6W 47:1.2D+1.6W 50:1.2D+1.0L+ 51:1.2D+1.0L+ 52:1. 20+1. OL+ 53:1. 20+1 .OL+ 54:1.2D+1.0L+ 55:1. 20+1 .OL+ 56:1.2D+1.0L+ 57:1. 20+1. OL+ 58:1. 20+1 .OL+ 59:1. 20+1 .OL+ 60:1.2D+1.0L+ 61:1.2D+1.0L+ 62:1.2D+1.0L+ 63:1. 20+1 .OL+ 64:1.2D+1.0L+ 65:1. 20+1 .OL+ 70:0.90+1. 6W 71:0.9D+1.6W 72:0.90+1 .6W 73:0.90+1. 6W 74:0.90+1. 6W 75:0.90+1. 6W 76:0.90+1 .6W 77:0.90+1 .6W 80:0.90+1 .OE( 81:0.9D+1.0E( 82:0.90+1. OE( 83:0.90+1. OE( 84:0.9D+1.0E( 85:0.90+1. OE( 86:0.90+1. OE( 87:0.90+1. OE( 88:0.90+1 .OE( 89:0.90+1. OE( 90:0.90+1. OE( 91:0.9D+1.0E( 92:0.90+1. OE( 93:0.90+1. OE( 94:0.9D+1.0E{ 95:0.90+1. OE( 1:DEADLOAD 2:LIVE LOAD Horizontal FX (kip) 0.219 0.265 0.020 0.426 0.203 0.243 -0.004 0.401 0.179 0.219 0.056 0.086 0.360 0.390 0.032 0.061 0.336 0.366 -0.145 0.272 0.034 0.094 -0.115 -0.070 0.197 0.243 -0.126 0.279 0.056 0.096 -0.151 0.254 0.032 0.071 -0.090 -0.061 0.213 0.243 -0.115 -0.085 0.189 0.218 0.004 0.010 Vertical FY (kip) 1.276 1.411 4.001 3.585 3.705 3.881 3.649 3.232 3.352 3.528 3.883 4.015 3.571 3.703 3.530 3.662 3.218 3.350 0.808 1.063 0.846 1.026 0.773 0.908 0.964 1.099 1.321 0.904 1.022 1.203 0.968 0.551 0.669 0.849 1.201 1.336 0.889 1.024 0.848 0.983 0.535 0.671 1.101 2.342 Horizontal FZ (kip) -0.021 -0.034 -0.014 -0.085 -0.153 0.054 -0.008 -0.079 -0.147 0.060 -0.101 0.055 -0.154 0.001 -0.095 0.061 -0.148 0.007 -0.009 -0.024 -0.008 -0.025 -0.004 -0.017 -0.015 -0.028 0.016 -0.055 -0.123 0.085 0.023 -0.049 -0.117 0.091 -0.070 0.086 -0.124 0.032 -0.064 0.092 -0.117 0.038 -0.011 -0.025 Moment MX (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MY (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MZ (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Print Time/Date: 06/10/2009 13:21 STAAD.Pro for Windows 20.07.04.12 Page 95 Print Run 3 of 23 Wtav<w#«iOTM Software licensed to wwi Job Title LEGOLAND Job No 16390 Sheet No Rev 4 partTower-1 Ref By XY DatE08-SEP-09 Chd Client CALIFORNIA File 16390 Tower-1-1.std Date/rime 06-Oct-2009 13:17 Reactions Cont... Node L/C 3:WIND - X 4:WIND-Z 5:EQ-X 6:EQ-Z 7:EQ - DW 10:1.40 (EQ.1f 20:1.2D+1.6L( 30:1,2D+1.6L+ 31:1,2D+1.6L+ 32:1, 20+1 .6L+ 33:1, 20+1. 6L+ 34:1,20+1.61+ 35:1, 20+1 .6L+ 36:1,20+1.61+ 37:1,20+1.61+ 40:1.2D+1.6W 41:1.2D+1.6W 42:1.2D+1.6W 43:1.2D+1.6W 44:1. 20+1. 6W 45:1. 20+1. 6W 46:1. 20+1. 6W 47:1.2D+1.6W 50:1.2D+1.0L+ 51:1.20+1.01+ 52:1. 20+1 .OL+ 53:1.2D+1.0L+ 54:1.2D+1.0L+ 55:1. 20+1 .OL+ 56:1. 20+1. OL+ 57:1.20+1.01+ 58:1. 20+1 ,OL+ 59:1.20+1,01+ 60:1.20+1.01+ 61:1.2D+1.0L+ 62:1. 20+1 ,OL+ 63:1.20+1.01+ 64:1.2D+1.0L+ 65:1. 20+1 .OL+ 70:0.90+1. 6W 71:0.9D+1.6W 72:0.90+1. 6W 73:0.90+1 .6W 74:0.9D+1.6W Horizontal FX (kip) -1.200 -0.008 -0.427 0.001 0.001 0.005 0.021 -0.289 0.331 0.019 0.023 -0.219 -0.216 0.258 0.261 -1.913 1.922 -0.009 0.017 -1.442 -1.425 1.432 1.454 -0.408 0.439 0.017 0.013 -0.410 0.438 0.016 0.012 -0.301 -0.304 0.334 0.331 -0.302 -0.305 0.333 0.331 -1.915 1.922 -0.010 0.016 -1.444 Vertical FY (kip) 0.094 -0.033 0.038 -0.068 0.187 1.542 5.065 5.087 5.043 5.057 5.073 5.075 5.088 5.042 5.054 1.468 1.174 1.270 1.373 1.391 1.471 1.173 1.249 3.884 3.814 3.782 3.916 3.511 3.440 3.408 3.542 3.825 3.926 3.773 3.872 3.452 3.552 3.399 3.499 1.138 0.843 0.939 1.043 1.062 Horizontal FZ (kip) -0.001 -0.031 -0.000 -0.050 -0.002 -0.016 -0.053 -0.054 -0.053 -0.062 -0.045 -0.060 -0.047 -0.060 -0.047 -0.015 -0.012 -0.064 0.037 -0.052 0.023 -0.050 0.025 -0.041 -0.040 -0.091 0.011 -0.037 -0.036 -0.087 0.014 -0.079 -0.002 -0.078 -0.002 -0.075 0.001 -0.074 0.002 -0.011 -0.009 -0.060 0.040 -0.049 Moment MX (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MY (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MZ(kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Print Time/Date: 06/10/2009 13:21 STAAD.Pro for Windows 20.07.04.12 Page 96 Print Run 4 of 23 §3'ill. .,„. ,i.niH«Si Software licensed to wwi Job Title LEGOLAND Job No 16390 Sheet No Rev 5 PartTower-1 Ret By XY Dat608-SEP-09 Chd Client CALIFORNIA Rle 16390 Tower-1-1.std Date/Time o6-Oct-2009 13:17 Reactions Cont... Node 4 L/C 75:0.90+1 .6W 76:0.90+1. 6W 77:0.9D+1.6W 80:0.90+1. OE( 81:0.9D+1.0E( 82:0.90+1. OE( 83:0.90+1. OE( 84:0.90+1. OE( 85:0.90+1. OE( 86:0.90+1. OE( 87:0.90+1. OE( 88:0.90+1. OE( 89:0.90+1. OE( 90:0.9D+1.0E ( 91:0.9D+1.0E( 92:0.90+1 .OE( 93:0.90+1. OE( 94:0.90+1. OE( 95:0.90+1. OE( 1 :DEAD LOAD 2:LIVE LOAD 3:WIND-X 4:WIND-Z 5:EQ - X 6:EQ-Z 7:EQ - DW 10:1.40 (EQ.ie 20:1. 20+1. 6L( 30:1,2D+1.6L+ 31:1,2D+1.6L+ 32:1,2D+1.6L+ 33:1,2D+1.6L+ 34:1,2D+1.6L+ 35:1,2D+1.6L+ 36:1,2D+1.6L+ 37:1, 20+1. 6L+ 40:1.2D+1.6W 41:1.2D+1.6W 42:1.2D+1.6W 43:1.2D+1.6W 44:1.2D+1.6W 45:1. 20+1. 6W 46:1.2D+1.6W 47:1.2D+1.6W Horizontal FX (kip) -1.427 1.431 1.453 -0.422 0.429 0.005 0.002 -0.423 0.429 0.004 0.001 -0.314 -0.317 0.324 0.322 -0.316 -0.318 0.323 0.321 0.002 0.010 -1.200 -0.008 -0.427 0.001 0.000 0.003 0.019 -0.291 0.330 0.017 0.021 -0.221 -0.218 0.256 0.260 -1.915 1.920 -0.011 0.016 -1.444 -1.427 1.430 1.452 Vertical FY (kip) 1.142 0.842 0.918 1.216 1.141 1.111 1.246 0.841 0.767 0.737 0.872 1.156 1.257 1.100 1.201 0.781 0.883 0.726 0.827 1.224 2.556 -0.172 -0.093 -0.063 -0.176 0.208 1.714 5.554 5.512 5.596 5.530 5.578 5.503 5.540 5.568 5.605 1.197 1.738 1.320 1.618 1.155 1.377 1.559 1.784 Horizontal FZ (kip) 0.027 -0.047 0.029 -0.012 -0.012 -0.063 0.039 -0.008 -0.008 -0.059 0.042 -0.050 0.026 -0.050 0.026 -0.046 0.030 -0.046 0.030 -0.013 -0.027 0.004 -0.031 -0.004 -0.051 -0.002 -0.018 -0.059 -0.058 -0.060 -0.067 -0.051 -0.065 -0.052 -0.066 -0.054 -0.009 -0.022 -0.066 0.035 -0.048 0.028 -0.058 0.017 Moment MX (kipft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MY (kipft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MZ (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Print Time/Date: 06/10/2009 13:21 STAAD.Pro for Windows 20.07.04.12 Page 97 Print Run 5 of 23 Sfmi' ii..m,v..jMd^il Software licensed to wwi Job Title LEGOLAND Job No 16390 Sheet No Rev 6 PartTower-1 Ret By XY Dat£08-SEP-09 Chd Client CALIFORNIA Rle 16390 Tower-1-1.std Datemme 06-Oct-2009 13:17 Reactions Cont... Node 7100 uc 50:1. 20+1. OL+ 51:1.20+1.01+ 52:1.20+1. OL+ 53:1.20+1.01+ 54:1.20+1.01+ 55:1. 20+1. OL+ 56:1.20+1.01+ 57:1.20+1.01+ 58:1. 20+1. OL+ 59:1.20+1.01+ 60:1.20+1.01+ 61:1. 20+1 .OL+ 62:1. 20+1 .OL+ 63.-1.2D+1.0L+ 64:1. 20+1. OL+ 65:1.20+1.01+ 70:0.90+1. 6W 71:0.9D+1.6W 72:0.90+1. 6W 73:0.90+1. 6W 74:0.90+1. 6W 75:0.90+1. 6W 76:0.90+1. 6W 77:0.90+1. 6W 80:0.90+1. OE( 81:0.9D+1.0E( 82:0.9D+1.0E( 83:0.90+1. OE( 84:0.90+1. OE( 85:0.90+1. OE( 86:0.90+1. OE( 87:0.90+1. OE( 88:0.90+1. OE( 89:0.90+1. OE( 90:0.90+1. OE( 91:0.9D+1.0E( 92:0.90+1. OE( 93:0.90+1. OE( 94:0.90+1. OE( 95:0.90+1. OE( 1:DEADLOAD 2:LIVE LOAD 3:WIND-X 4:WIND-Z Horizontal FX (kip) -0.410 0.437 0.015 0.011 -0.411 0.436 0.014 0.011 -0.303 -0.306 0.332 0.329 -0.304 -0.307 0.332 0.329 -1.916 1.921 -0.01 1 0.015 -1.445 -1.428 1.430 1.452 -0.423 0.428 0.004 0.001 -0.424 0.428 0.003 0.000 -0.316 -0.318 0.322 0.320 -0.317 -0.319 0.322 0.320 1.330 0.547 -16.013 -1.016 Vertical FY (kip) 4.171 4.291 4.056 4.407 3.756 3.876 3.640 3.992 4.055 4.318 4.144 4.408 3.639 3.902 3.729 3.993 0.829 1.372 0.953 1.251 0.787 1.009 1.192 1.417 1.248 1.372 1.134 1.486 0.832 0.956 0.718 1.070 1.132 1.396 1.224 1.489 0.716 0.979 0.808 1.073 16.421 6.524 -32.315 -3.236 Horizontal FZ (kip) -0.049 -0.041 -0.096 0.007 -0.045 -0.036 -0.092 0.011 -0.087 -0.009 -0.080 -0.003 -0.082 -0.005 -0.076 0.001 -0.005 -0.018 -0.062 0.039 -0.044 0.031 -0.054 0.021 -0.018 -0.010 -0.065 0.038 -0.013 -0.005 -0.061 0.042 -0.055 0.022 -0.049 0.028 -0.051 0.026 -0.045 0.032 -0.022 -0.063 -0.004 -1.968 Moment MX (kipft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MY (kipft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MZ (kip'tt) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Print Time/Date: 06/10/2009 13:21 STAAD.Pro for Windows 20.07.04.12 Page 98 Print Run 6 of 23 IP""*--1* iisSM^^^Isl^PsN*" j^l M LligiPHI Software licensed to wwi Job Title LEGOLAND Job No 16390 Sheet No Rev 7 partTower-1 Ref By XY Date08-SEP-09 chd Client CALIFORNIA Flle 16390 Tower-1-1.std Datemme 06-Oct-2009 13:17 Reactions Cont... Node L/C 5:EQ - X 6.-EQ-Z 7:EQ - DW 10:1.4D(EQ.1f 20:1.2D+1.6L( 30:1,20+1.61+ 31:1,20+1.61+ 32:1,20+1.61+ 33:1, 20+1 .6L+ 34:1,20+1.61+ 35:1,20+1.61+ 36:1,20+1.61+ 37:1,20+1.61+ 40:1. 20+1. 6W 41:1.2D+1.6W 42:1.2D+1.6W 43:1.2D+1.6W 44:1.2D+1.6W 45:1. 20+1. 6W 46:1.2D+1.6W 47:1.2D+1.6W 50:1.20+1.01+ 51:1.20+1.01+ 52:1. 20+1 .OL+ 53:1.2D+1.0L+ 54:1.2D+1.0L+ 55:1.20+1.01+ 56.-1.2D+1.0L+ 57:1.20+1.01+ 58:1. 20+1 .OL+ 59:1.20+1.01+ 60:1.20+1.01+ 61:1.20+1.01+ 62:1.20+1.01+ 63:1.20+1.01+ 64:1.20+1. OL+ 65:1.20+1.01+ 70:0.90+1. 6W 71:0.9D+1.6W 72:0.90+1. 6W 73:0.90+1. 6W 74:0.90+1. 6W 75:0.90+1. 6W 76:0.90+1. 6W Horizontal FX (kip) -18.345 -1.477 0.227 1.862 2.473 -1.699 6.643 2.206 2.741 -0.942 -0.530 5.475 5.887 -24.069 27.176 -0.036 3.230 -18.872 -16.416 19.568 22.011 -16.014 20.693 0.879 3.865 -16.465 20.232 0.425 3.407 -12.535 -10.288 15.003 17.235 -12.985 -10.742 14.545 16.774 -24.461 26.770 -0.434 2.829 -19.265 -16.812 19.164 Vertical FY (kip) -51.799 -6.292 2.807 22.989 . 30.121 21.683 38.560 29.270 30.972 22.975 24.285 35.958 37.267 -32.099 71.523 14.502 24.909 -23.052 -15.247 54.664 62.471 -22.972 81.025 22.669 35.379 -28.550 75.384 17.069 29.759 -14.740 -5.207 63.258 72.789 -20.318 -10.800 57.632 67.149 -37.000 66.571 9.582 19.977 -27.954 -20.158 49.724 Horizontal FZ (kip) -0.026 -0.256 -0.004 -0.031 -0.129 -0.129 -0.128 -0.635 0.378 -0.519 0.262 -0.517 0.260 -0.030 -0.017 -3.160 3.096 -2.413 2.347 -2.336 2.290 -0.114 -0.069 -0.331 0.130 -0.107 -0.060 -0.327 0.141 -0.323 0.096 -0.215 0.056 -0.318 0.106 -0.210 0.067 -0.024 -0.010 -3.158 3.107 -2.410 2.357 -2.332 Moment MX (kipft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MY (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MZ (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Print Time/Date: 06/10/2009 13:21 STAAD.Pro for Windows 20.07.04.12 Page 99 Print Run 7 of 23 _„-, m......t......*™api|| Software licensed to wwt job Title LEGOLAND Job No 16390 Sheet No Rev 8 partTower-1 Ref By XY Dat608-SEP-09 Chd Client CALIFORNIA File 16390 Tower-1-1.std |Date/Time 06-Oct-2009 13:17 Reactions Cont... Node 7200 L/C 77:0.90+1. 6W 80:0.90+1. OE( 81:0.9D+1.0E( 82:0.90+1. OE( 83:0.90+1. OE( 84:0.90+1. OE( 85:0.90+1. OE( 86:0.90+1. OE( 87:0.90+1. OE( 88:0.90+1. OE( 89:0.90+1. OE( 90:0.90+1. OE( 91:0.9D+1.0E( 92:0.90+1. OE( 93:0.90+1. OE( 94:0.90+1. OE( 95:0.90+1. OE( 1:DEADLOAD 2:LIVE LOAD 3:WIND-X 4:WIND-Z 5:EQ-X 6:EQ-Z 7:EQ - DW 10:1.40 (EQ.ie 20:1. 20+1 .6L( 30:1,2D+1.6L+ 31:1,2D+1.6L+ 32:1, 20+1. 6L+ 33:1, 20+1. 6L+ 34:1,2D+1.6L+ 35:1,2D+1.6L+ 36:1,2D+1.6L+ 37:1, 20+1. 6L+ 40:1.2D+1.6W 41:1.2D+1.6W 42:1. 20+1. 6W 43:1. 20+1. 6W 44:1. 20+1. 6W 45:1. 20+1. 6W 46:1.2D+1.6W 47:1. 20+1. 6W 50:1. 20+1 .OL+ 51:1.2D+1.0L+ Horizontal FX (kip) 21.605 -16.937 19.720 -0.060 2.907 -17.387 19.260 -0.513 2.450 -13.456 -11.225 14.043 16.261 -13.906 -11.678 13.586 15.800 -1.987 -1.605 -13.715 -0.877 -17.597 -1.103 -0.340 -2.782 -4.950 -8.525 -1.373 -5.181 -4.720 -7.878 -7.523 -2.376 -2.021 -24.329 19.646 -3.793 -0.973 -19.904 -17.797 13.069 15.193 -21.938 13.346 Vertical FY (kip) 57.521 -34.312 69.487 11.263 23.907 -39.892 63.843 5.660 18.285 -26.079 -16.596 51.770 61.252 -31.661 -22.192 46.141 55.608 22.018 20.677 30.840 1.254 48.958 1.796 3.769 30.825 59.520 67.575 51.464 59.852 59.188 65.971 65.461 53.579 53.068 75.865 -23.036 28.442 24.406 65.017 61.997 -9.151 -12.187 100.020 1.723 Horizontal FZ (kip) 2.301 -0.047 0.005 -0.268 0.208 -0.040 0.013 -0.264 0.220 -0.260 0.169 -0.148 0.136 -0.255 0.179 -0.144 0.147 -1.048 -1.193 -0.203 -1.910 -0.145 -0.957 -0.180 -1.468 -3.187 -3.241 -3.132 -3.668 -2.705 -3.598 -2.859 -3.516 -2.773 -1.589 -0.934 -4.271 1.765 -3.728 0.722 -3.312 1.288 -2.803 -2.490 Moment MX (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MY (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MZ (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Print Time/Date: 06/10/2009 13:21 STAAD.Pro for Windows 20.07.04.12 Page 100 Print Run 8 of 23 pp*"-"' : "•* PLi „, jplpPi Software licensed to wwi Job title LEGOLAND Job No 16390 Sheet No Rev 9 PartTower-1 Ref By XY DaU08-SEP-09 chd Client CALIFORNIA File 16390 Tower-1-1.std Date/Time 06-Oct-2009 13:17 Reactions Cont... Node 7300 uc 52:1. 20+1 .OL+ 53:1. 20+1. OL+ 54:1.20+1.01+ 55:1.20+1.01+ 56:1.20+1.01+ 57:1.20+1.01+ 58:1.20+1.01+ 59:1.20+1.01+ 60:1.20+1.01+ 61:1.20+1.01+ 62:1.2D+1.0L+ 63:1.20+1.01+ 64:1.20+1.01+ 65:1.20+1.01+ 70:0.90+1 .6W 71:0.9D+1.6W 72:0.90+1 ,6W 73:0.90+1. 6W 74:0.9D+1.6W 75:0.90+1. 6W 76:0.90+1. 6W 77:0.90+1. 6W 80:0.90+1. OE( 81:0.9D+1.0E( 82:0.90+1. OE( 83:0.90+1. OE( 84:0.90+1. OE( 85:0.90+1. OE( 86:0.90+1. OE( 87:0.90+1. OE( 88:0.90+1. OE( 89:0.9D+1.0E( 90:0.90+1. OE( 91:0.9D+1.0E( 92:0.90+1. OE( 93:0.90+1. OE( 94:0.90+1. OE( 95:0.90+1. OE ( 1:DEADLOAD 2:LIVE LOAD 3:WIND - X 4:WIND-Z 5:EQ - X 6:EQ-Z Horizontal FX (kip) -5.441 -3.213 -21.257 14.023 -4.762 -2.536 -18.374 -16.707 8.084 9.759 -17.694 -16.028 8.763 10.435 -23.729 20.238 -3.196 -0.379 -19.304 -17.199 13.663 15.785 -19.731 15.537 -3.235 -1.021 -19.050 16.215 -2.555 -0.343 -16.164 -14.508 10.283 11.947 -15.483 -13.828 10.962 12.624 0.738 0.974 -2.060 -0.003 -0.111 -0.040 Vertical FY (kip) 52.706 49.046 92.451 -5.787 45.162 41.511 89.107 86.363 15.383 12.641 81.542 78.805 7.863 5.126 69.234 -29.616 21.834 17.804 58.390 55.375 -15.740 -18.770 72.636 -25.470 25.395 21.780 65.068 -32.979 17.852 14.246 61.730 59.020 -11.850 -14.560 54.166 51.463 -19.369 -22.073 29.640 23.844 1.470 -0.326 3.101 -1.717 Horizontal FZ (kip) -3.536 -1.740 -2.436 -2.127 -3.181 -1.365 -3.390 -2.128 -3.242 -1.807 -3.032 -1.755 -2.885 -1.437 -1.272 -0.620 -3.966 2.090 -3.420 1.047 -3.005 1.610 -1.275 -0.980 -2.051 -0.186 -0.911 -0.621 -1.699 0.184 -1.891 -0.576 -1.754 -0.271 -1.535 -0.206 -1.401 0.096 -1.092 -1.272 -0.067 -1.902 -0.183 0.168 Moment MX (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MY(kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MZ (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Print Time/Date: 06/10/2009 13:21 STAAD.Pro for Windows 20.07.04.12 Page 101 Print Run 9 of 23 w^~ "* whM—M^pAlH Software icensed to wwi Job Title LEGOLAND Job No 16390 Sheet No Rev 10 Partlower-1 Ref By XY Dat608-SEP-09 Chd Clien CALIFORNIA File 16390 Tower-1-1.std Date/Time Q6-Oct-2009 13:17 Reactions Cont... Node L/C 7:EQ - DW 10:1.40 (EQ.1f 20:1.2D+1.6L( 30:1,20+1.61+ 31:1,20+1.61+ 32:1,20+1.61+ 33:1,20+1.61+ 34:1,20+1.61+ 35:1,20+1.61+ 36:1,2D+1.6L+ 37:1, 20+1. 6L+ 40:1. 20+1. 6W 41:1. 20+1. 6W 42: .20+1. 6W 43: .20+1 ,6W 44: .20+1. 6W 45: .20+1. 6W 46: .20+1. 6W 47: .20+1. 6W 50:1.20+1.01+ 51:1.20+1.01+ 52:1.20+1.01+ 53:1.2D+1.0L+ 54:1.2D+1.0L+ 55:1. 20+1. OL+ 56:1.20+1.01+ 57:1.20+1.01+ 58:1.20+1.01+ 59:1. 20+1 .OL+ 60:1.20+1.01+ 61:1.20+1.01+ 62:1.20+1.01+ 63:1. 20+1 .OL+ 64:1.20+1.01+ 65:1.20+1.01+ 70:0.90+1. 6W 71:0.9D+1.6W 72:0.90+1. 6W 73:0.90+1 .6W 74:0.90+1. 6W 75:0.90+1. 6W 76:0.90+1 .6W 77:0.90+1 .6W 80:0.90+1. OE( Horizontal FX (kip) 0.127 1.032 2.434 1.914 2.955 2.434 2.434 2.034 2.034 2.834 2.835 -2.365 4.138 0.882 0.888 -1.556 -1.550 3.322 3.326 1.923 2.040 1.945 2.014 1.664 1.798 1.693 1.764 1.910 1.963 1.999 2.049 1.652 1.707 1.755 1.806 -2.597 3.928 0.661 0.668 -1.785 -1.778 3.110 3.114 0.706 Vertical FY (kip) 5.071 41.495 73.714 74.096 73.332 73.630 73.798 73.943 74.072 73.356 73.485 37.918 33.211 35.046 36.087 36.941 37.721 33.409 34.191 67.592 61.370 62.755 66.205 57.448 51.231 52.616 56.061 65.521 68.108 60.853 63.442 55.379 57.962 50.715 53.301 29.026 24.319 26.154 27.196 28.049 28.829 24.518 25.300 34.855 Horizontal FZ (kip) -0.187 -1.527 -3.335 -3.352 -3.318 -3.815 -2.855 -3.717 -2.979 -3.691 -2.953 -1.414 -1.204 -4.309 1.690 -3.636 0.860 -3.482 1.021 -2.939 -2.584 -2.546 -2.980 -2.569 -2.211 -2.182 -2.601 -2.731 -3.060 -2.467 -2.790 -2.366 -2.683 -2.101 -2.412 -1.088 -0.877 -3.994 2.028 -3.318 1.195 -3.163 1.356 -1.350 Moment MX (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MY (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MZ (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Print Time/Date: 06/10/2009 13:21 STAAD.Pro for Windows 20.07.04.12 Page 102 Print Run 10 of 23 mw__iiiiC^B Software licensed to wwi Job Title LEGOLAND Job No 16390 Sheet No Rev11 PartTower-1 Ref By XY DaU08-SEP-09 Chd Client CALIFORNIA Rle 16390 Tower-1-1.std |Date/Time 06-Oct-2009 13:17 Reactions Cont... Node 7400 L/C 81;0.9D+1.0E( 82:0.90+1. OE( 83.-0.9D+1.0E ( 84:0.90+1. OE( 85:0.90+1. OE( 86:0.90+1. OE( 87:0.90+1. OE( 88:0.90+1. OE( 89:0.90+1. OE( 90:0.90+1. OE( 91:0.9D+1.0E( 92:0.90+1. OE( 93:0.90+1. OE( 94:0.9D+1.0E{ 95:0.90+1. OE( 1:DEADLOAD 2:LIVE LOAD 3:WIND-X 4:WIND-Z 5:EQ - X 6:EQ-Z 7:EQ - DW 10:1.40 (EQ.ie 20;1.2D+1.6L( 30:1,20+1.61+ 31:1,2D+1.6L+ 32;1,2D+1.6L+ 33:1,20+1 .6L+ 34:1,2D+1.6L+ 35:1,2D+1.6L+ 36:1,20+1.61+ 37;1,2D+1.6L+ 40;1.2D+1.6W 41:1.2D+1.6W 42:1. 20+1. 6W 43;1.2D+1.6W 44:1.2D+1.6W 45:1. 20+1. 6W 46:1. 20+1 .6W 47:1.2D+1.6W 50:1.2D+1.0L+ 51;1.2D+1.0L+ 52:1.2D+1.0L+ 53:1.2D+1.0L+ Horizontal FX (kip) 0.879 0.753 0.827 0.445 0.635 0.500 0.576 0.698 0.755 0.829 0.883 0.439 0.497 0.583 0.638 1.522 2.043 -14.284 -0.819 -17.240 -1.915 0.261 2.132 5.106 1.387 8.823 4.892 5.320 2.080 2.410 7.801 8.130 -21.063 24.646 0.514 3.140 -16.334 -14.334 17.978 19.917 -13.140 21.350 2.209 6.066 Vertical FY (kip) 28.641 30.022 33.471 24.710 18.501 19.882 23.326 32.785 35.370 28.123 30.711 22.642 25.224 17.984 20.569 15.738 14.207 -29.350 -25.823 -47.597 -41.423 2.685 22.034 41.625 33.965 49.286 34.893 48.357 30.555 40.911 42.339 52.697 -28.157 65.932 -22.487 60.257 -47.417 14.622 23.132 85.207 -11.985 83.547 -5.748 77.314 Horizontal FZ (kip) -0.988 -0.978 -1.362 -0.977 -0.614 -0.612 -0.981 -1.160 -1.450 -0.891 -1.177 -0.793 -1.072 -0.522 -0.797 1.887 1.467 -0.692 -11.173 -1.769 -13.433 0.322 2.642 4.617 4.437 4.797 1.713 7.520 2.244 6.712 2.522 6.988 1.156 3.372 -15.630 20.103 -12.000 14.836 -10.302 16.461 2.283 5.829 -9.376 17.444 Moment MX (kipft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MY (kipft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MZ (kipft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Print Time/Date: 06/10/2009 13:21 STAAD.Pro for Windows 20.07.04.12 Page 103 Print Run 11 of 23 VmncMgjfli Software licensed to wwi Job Title LEGOLAND Job No 16390 Sheet No Rev 12 Partlower-1 Ref By XY Dat£08-SEP-09 Chd Client CALIFORNIA File 16390 Tower-1-1.std Dalemme 06-Oct-2009 13:17 Reactions Cont... Node 7500 uc 54:1. 20+1. OL+ 55:1.2D+1.0L+ 56:1. 20+1. OL+ 57:1. 20+1. OL+ 58:1. 20+1. OL+ 59:1.2D+1.0L+ 60:1.2D+1.0L+ 61:1.2D+1.0L+ 62:1.2D+1.0L+ 63:1.2D+1.0L+ 64:1.2D+1.0L+ 65:1.20+1.01+ 70:0.9D+1.6W 71:0.9D+1.6W 72:0.90+1 .6W 73:0.90+1. 6W 74:0.90+1. 6W 75:0.90+1 .6W 76:0.90+1 .6W 77:0.90+1. 6W 80:0.90+1. OE( 81:0.9D+1.0E( 82:0.90+1. OE( 83:0.90+1. OE( 84:0.90+1. OE( 85:0.90+1. OE( 86:0.90+1. OE( 87.-0.9D+1.0E ( 88:0.90+1. OE( 89:0.90+1. OE( 90:0.90+1. OE( 91:0.9D+1.0E( 92:0.90+1. OE( 93:0.90+1. OE( 94:0.9D+1.0E( 95:0.90+1. OE( 1:DEADLOAD 2:L!VE LOAD 3:WIND - X 4:WIND - Z 5:EQ-X 6:EQ-Z 7:EQ-DW 10:1.4D(EQ.1f Horizontal FX (kip) -13.658 20.820 1.687 5.540 -10.286 -7.343 15.633 18.473 -10.804 -7.864 15.105 17.944 -21.514 24.183 0.057 2.682 -16.787 -14.787 17.517 19.455 -15.629 18.827 -0.289 3.553 -16.145 18.299 -0.810 3.029 -12.773 -9.842 13.119 15.950 -13.289 -10.361 12.593 15.422 -0.705 -0.734 -13.589 1.093 -18.133 2.237 -0.120 -0.986 Vertical FY (kip) -17.329 78.147 -11.103 71.924 -31.190 31.104 40.457 102.757 -36.528 25.739 35.077 97.351 -32.858 61.189 -27.195 55.521 -52.112 9.906 18.405 80.458 -30.834 64.530 -24.627 58.326 -36.177 59.131 -29.980 52.938 -50.019 12.193 21.501 83.720 -55.356 6.830 16.123 78.315 20.629 30.686 30.869 -27.398 48.619 -47.111 3.534 28.883 Horizontal FZ (kip) 1.639 5.182 -10.022 16.798 -7.378 12.807 -4.650 15.396 -8.022 12.161 -5.297 14.750 0.590 2.805 -16.194 19.535 -12.565 14.268 -10.868 15.893 0.249 3.792 -11.413 15.409 -0.395 3.146 -12.057 14.764 -9.412 10.772 -6.688 13.361 -10.056 10.127 -7.334 12.715 1.789 2.017 1.276 -14.476 2.872 -19.934 0.306 2.506 Moment MX (kipft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MY (kp-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MZ (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Print Time/Date: 06/10/2009 13:21 STAAD.Pro for Windows 20.07.04.12 Page 104 F'rintRun12of23 mt^^mijm Software licensed to wwi Job Title LEGOLAND Job No 16390 Sheet No Rev 13 partTower-1 Ret By XY Date08-SEP-09 Chd Client CALIFORNIA Flle 16390 Tower-1-1.std |Date/Time 06-Oct-2009 13:17 Reactions Cont... Node UC 20:1.2D+1.6L( 30:1,2D+1.6L+ 31:1,20+1.61+ 32:1,2D+1.6L+ 33:1,2D+1.6L+ 34:1,2D+1.6L+ 35:1,2D+1.6L+ 36:1,20+1.61+ 37:1,20+1.61+ 40:1.2D+1.6W 41:1.2D+1.6W 42:1.2D+1.6W 43:1.2D+1.6W 44:1.2D+1.6W 45:1.2D+1.6W 46:1.2D+1.6W 47:1.2D+1.6W 50:1.20+1.01+ 51.-1.2D+1.0L+ 52:1.2D+1.0L+ 53:1.20+1.01+ 54:1.20+1.01+ 55:1.20+1.01+ 56:1.20+1.01+ 57:1.20+1.01+ 58:1.20+1.01+ 59:1. 20+1. OL+ 60:1.2D+1.0L+ 61:1.20+1.01+ 62:1. 20+1 .OL+ 63:1.20+1.01+ 64:1. 20+1 .OL+ 65:1. 20+1 .OL+ 70:0.9D+1.6W 71:0.9D+1.6W 72:0.90+1. 6W 73:0.90+1. 6W 74:0.90+1. 6W 75:0.90+1. 6W 76:0.90+1. 6W 77:0.90+1. 6W 80:0.90+1. OE( 81:0.9D+1.0E( 82:0.9D+1.0E( Horizontal FX (kip) -2.012 -5.553 1.530 -1.728 -2.296 -4.518 -4.954 0.932 0.494 -22.595 20.980 0.906 -2.594 -15.868 -18.460 16.846 14.188 -19.851 16.533 0.542 -3.924 -19.608 16.764 0.779 -3.687 -13.676 -16.958 13.679 10.264 -13.435 -16.717 13.911 10.497 -22.379 21.185 1.116 -2.383 -15.654 -18.245 17.052 14.395 -18.904 17.466 1.485 Vertical FY (kip) 73.894 81.949 65.839 66.743 81.046 74.589 85.591 62.197 73.199 74.227 -24.731 -19.161 68.670 28.917 94.803 -45.289 20.571 107.796 10.198 11.720 106.272 100.692 3.152 4.671 99.171 60.136 131.057 -13.057 57.851 53.059 123.940 -20.091 50.777 68.016 -30.900 -25.331 62.460 22.726 88.583 -51.448 14.382 70.810 -26.610 -25.092 Horizontal FZ (kip) 5.386 5.718 5.054 1.619 9.151 2.745 8.538 2.233 8.027 4.190 0.101 -21.053 25.278 -13.695 21.015 -16.800 17.986 7.361 1.594 -15.484 24.368 6.743 0.980 -16.093 23.746 -8.293 21.531 -12.682 17.273 -8.905 20.910 -13.291 16.654 3.652 -0.436 -21.584 24.734 -14.228 20.473 -17.332 17.445 4.794 -0.963 -18.037 Moment MX (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MY (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MZ (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Print Time/Date: 06/10/2009 13:21 STAAD.Pro for Windows 20.07.04.12 Page 105 Print Run 13 of 23 jpM^MtMdOm Software licensed to wwi Job Title LEGOLAND Job No 16390 Sheet No Rev 14 PartTower-1 Ref By XY Date08-SEP-09 Chd Client CALIFORNIA File 16390 Tower-1-1.std Date/Time Q6-Oct-2009 13:17 Reactions Cont... Node 7600 L/C 83:0.90+1. OE( 84:0.9D+1.0E( 85:0.90+1. OE( 86:0.90+1. OE( 87:0.90+1. OE( 88:0.90+1. OE( 89:0.90+1. OE( 90:0.90+1. OE( 91:0.9D+1.0E( 92:0.90+1. OE( 93:0.90+1 .OE( 94:0.90+1. OE( 95:0.90+1. OE( 1 DEAD LOAD 2:LIVE LOAD 3:WIND-X 4A/VIND-Z 5:EQ-X 6:EQ-Z 7:EQ - DW 10:1.40 (EQ.ie 20:1. 20+1. 6L( 30:1,2D+1.6L+ 31:1,2D+1.6L+ 32:1,2D+1.6L+ 33:1, 20+1 .6L+ 34:1, 20+1. 6L+ 35:1, 20+1. 6L+ 36:1,2D+1.6L+ 37:1,2D+1.6L+ 40:1. 20+1. 6W 41:1.2D+1.6W 42:1. 20+1 .6W 43:1. 20+1. 6W 44:1. 20+1. 6W 45:1. 20+1. 6W 46:1. 20+1. 6W 47:1. 20+1 .6W 50:1. 20+1 .OL+ 51:1.2D+1.0L+ 52:1. 20+1 .OL+ 53:1. 20+1 .OL+ 54:1. 20+1 ,OL+ 55:1.2D+1.0L+ Horizontal FX (kip) -2.986 -18.660 17.699 1.723 -2.748 -12.729 -16.016 14.615 11.198 -12.486 -15.773 14.849 11.432 -0.221 -0.260 -1.082 0.029 -0.168 -0.006 -0.037 -0.311 -0.703 -0.971 -0.436 -0.692 -0.714 -0.902 -0.916 -0.488 -0.507 -1.959 1.427 -0.212 -0.317 -1.535 -1.534 1.082 0.926 -0.691 -0.470 -0.564 -0.586 -0.619 -0.381 Vertical FY (kip) 69.292 63.712 -33.651 -32.136 62.196 23.236 94.030 -49.824 20.958 16.164 86.919 -56.852 13.890 20.821 19.315 0.142 -31.377 -2.112 -49.129 3.561 29.150 55.898 55.928 55.868 47.706 64.090 49.619 62.223 49.574 62.177 25.190 24.758 -25.315 75.282 -12.587 62.867 -12.905 62.538 45.734 50.000 -1.446 97.178 38.613 42.872 Horizontal FZ (kip) 21.798 4.179 -1.574 -18.644 21.179 -10.852 18.961 -15.232 14.708 -11.462 18.342 -15.839 14.091 1.809 1.200 -0.457 -13.213 -0.909 -16.342 0.310 2.531 4.078 3.957 4.198 0.640 7.513 1.340 6.628 1.527 6.813 1.435 2.903 -19.002 23.261 -14.257 17.449 -13.148 18.542 2.758 4.587 -12.682 19.970 2.142 3.970 Moment MX (kipft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MY (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MZ (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Print Time/Date: 06/10/2009 13:21 STAADPro for Windows 20.07.04.12 Page 106 Print Run 14 of 23 vUwnwumH Software licensed to wwi Job Title LEGOLAND Job No 16390 Sheet No Rev 15 PartTower-1 Ref By XY DaU08-SEP-09 Chd Client CALIFORNIA File 16390 Tower-1-1.std Date/rime Q6-Oct-2009 13:17 Reactions Cont... Node 7700 L/C 56:1.2D+1.0L+ 57:1.2D+1.0L+ 58:1.2D+1.0L+ 59:1. 20+1 .OL+ 60:1. 20+1 .OL+ 61:1.2D+1.0L+ 62:1. 20+1. OL+ 63:1.2D+1.0L+ 64:1. 20+1 .OL+ 65:1. 20+1 .OL+ 70:0.90+1. 6W 71:0.9D+1.6W 72:0.90+1. 6W 73:0.90+1 ,6W 74:0.90+1. 6W 75:0.90+1. 6W 76:0.90+1. 6W 77:0.90+1. 6W 80:0.9D+1.0E( 81:0.9D+1.0E( 82:0.90+1. OE( 83:0.90+1. OE( 84:0.90+1. OE( 85:0.9D+1.0E( 86:0.9D+1.0E( 87:0.90+1. OE( 88:0.90+1. OE( 89:0.90+1. OE( 90:0.90+1. OE( 91:0.9D+1.0E( 92:0.90+1. OE( 93:0.90+1. OE( 94:0.90+1. OE( 95:0.90+1. OE( 1:DEADLOAD 2:LIVE LOAD 3:WIND - X 4:WIND - Z 5:EQ-X 6:EQ-Z 7:EQ - DW 10:1.4D(EQ.ie 20:1.2D+1.6L( 30:1,2D+1.6L+ Horizontal FX (kip) -0.486 -0.503 -0.692 -0.630 -0.448 -0.542 -0.619 -0.554 -0.363 -0.453 -1.901 1.504 -0.146 -0.247 -1.475 -1.472 1.156 1.002 -0.380 -0.102 -0.236 -0.235 -0.311 -0.017 -0.161 -0.156 -0.382 -0.304 -0.096 -0.171 -0.312 -0.231 -0.015 -0.087 1.061 0.300 -14.110 1.820 -14.571 3.331 0.181 1.485 1.750 -1.921 Vertical FY (kip) -8.543 90.026 9.283 83.251 12.482 86.449 2.182 76.108 5.376 79.301 18.948 18.506 -31.537 69.012 -18.812 56.605 -19.138 56.269 20.178 24.421 -26.916 71.512 13.059 17.295 -34.011 64.362 -16.203 57.618 -13.021 60.799 -23.302 50.477 -20.125 53.654 16.666 5.410 -30.876 29.048 -48.559 47.949 2.846 23.330 28.621 20.566 Horizontal FZ (kip) -13.297 19.352 -9.276 15.217 -7.900 16.585 -9.891 14.600 -8.516 15.967 0.894 2.360 -19.540 22.716 -14.795 16.905 -13.687 17.997 1.026 2.849 -14.409 18.228 0.408 2.229 -15.026 17.608 -11.002 13.480 -9.632 14.842 -11.619 12.860 -10.250 14.222 -0.913 -0.165 1.557 -13.198 2.924 -14.301 -0.155 -1.277 -1.351 -0.944 Moment MX (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MY (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MZ (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Print Time/Date: 06/10/2009 13:21 STAAD.Pro for Windows 20.07.04.12 Page 107 Print Run 15 of 23 jpp»""™"-» •puiuniu wmmm Software licensed to wwi Job Title LEGOLAND Job No 16390 Sheet No Rev 16 partTower-1 Ref By XY Dat£08-SEP-09 Chd Client CALIFORNIA File 16390 Tower-1-1.std Date/rime Q6-Oct-2009 13:17 Reactions Cont... Node L/C 31:1,20+1.61+ 32:1,2D+1.6L+ 33:1,20+1. 6L+ 34:1, 20+1. 6L+ 35:1, 20+1. 6L+ 36:1,20+1.61+ 37:1,20+1.61+ 40:1.2D+1.6W 41:1. 20+1. 6W 42:1. 20+1. 6W 43:1. 20+1 .6W 44:1.2D+1.6W 45:1.2D+1.6W 46:1. 20+1. 6W 47:1. 20+1. 6W 50:1.20+1.01+ 51:1.20+1.01+ 52:1.20+1.01+ 53:1.20+1.01+ 54:1. 20+1 .OL+ 55:1.20+1.01+ 56:1.20+1.01+ 57:1.2D+1.0L+ 58:1.2D+1.0L+ 59:1.20+1.01+ 60:1.20+1.01+ 61:1.20+1.01+ 62:1.20+1.01+ 63:1.20+1.01+ 64:1.20+1.01+ 65:1.20+1.01+ 70:0.90+1 .6W 71:0.9D+1.6W 72:0.90+1. 6W 73:0.90+1. 6W 74:0.90+1. 6W 75:0.90+1. 6W 76:0.90+1. 6W 77:0.90+1. 6W 80:0.90+1. OE( 81:0.9D+1.0E( 82:0.90+1. OE( 83:0.9D+1.0E( f 84:0.90+1. OE( Horizontal FX (kip) 5.419 2.226 1.273 -0.707 -1.441 4.938 4.207 -21.327 23.805 4.192 -1.649 -13.460 -17.884 20.346 16.009 -12.841 16.289 5.101 -1.600 -13.200 15.926 4.738 -1.958 -6.644 -11.734 15.139 10.179 -7.005 -12.091 14.775 9.819 -21.643 23.484 3.872 -1.965 -13.777 -18.198 20.025 15.690 -13.443 15.658 4.474 -2.206 -13.802 Vertical FY (kip) 36.676 36.199 21.043 28.254 16.596 40.647 28.988 -29.479 69.496 66.553 -26.554 17.800 -52.022 92.039 22.202 -20.492 76.966 76.347 -19.874 -26.149 71.255 70.636 -25.532 27.774 -44.394 100.865 28.702 22.091 -50.038 95.141 23.018 -34.458 64.478 61.535 -31.533 12.802 -56.991 87.011 17.203 -30.799 66.492 65.875 -30.184 -36.461 Horizontal FZ (kip) -1.758 -4.789 2.089 -3.684 1.608 -4.308 0.981 1.401 -3.592 -22.209 20.083 -15.085 16.675 -18.789 12.890 1.527 -4.348 -15.732 12.968 1.834 -4.037 -15.421 13.275 -9.986 11.602 -14.329 7.135 -9.676 11.908 -14.016 7.444 1.673 -3.317 -21.933 20.354 -14.810 16.945 -18.512 13.163 1.954 -3.906 -15.285 13.389 2.262 Moment MX (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MY (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MZ (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Print Time/Date: 06/10/2009 13:21 STAAD.Pro for Windows 20.07.04.12 Page 108 Print Run 16 of 23 P""""I^7* «fc— ***jlm Software licensed to wwi Job Title LEGOLAND Job No 16390 Sheet No Rev 17 partTower-1 Ref By XY Date08-SEP-09 Chd Client CALIFORNIA File 16390 Tower-1-1.std Date/rime Q6-Oct-2009 13:17 Reactions Cont... Node 7800 L/C 85:0.90+1. OE( 86:0.90+1. OE( 87:0.90+1 .OE( 88:0.90+1. OE( 89:0.90+1. OE( 90:0.90+1. OE( 91:0.9D+1.0E( 92:0.90+1. OE( 93:0.90+1. OE( 94:0.90+1. OE( 95:0.90+1. OE( 1:DEADLOAD 2:LIVE LOAD 3:WIND - X 4:WIND-Z 5:EQ-X 6:EQ - Z 7:EQ-DW 10:1.40 (EQ.K 20:1.2D+1.6L( 30:1, 20+1 .6L+ 31:1,2D+1.6L+ 32:1, 20+1. 6L+ 33:1,2D+1.6L+ 34:1,2D+1.6L+ 35:1, 20+1. 6L+ 36:1,2D+1.6L+ 37:1, 20+1 .6L+ 40:1.2D+1.6W 41:1.2D+1.6W 42:1. 20+1. 6W 43:1.2D+1.6W 44:1.2D+1.6W 45:1.2D+1.6W 46:1.2D+1.6W 47:1.2D+1.6W 50:1.2D+1.0L+ 51:1.2D+1.0L+ 52:1. 20+1. OL+ 53:1. 20+1 .OL+ 54:1. 20+1. OL+ 55:1.2D+1.0L+ 56:1. 20+1. OL+ 57:1. 20+1. OL+ Horizontal FX (kip) 15.295 4.111 -2.565 -7.257 -12.331 14.505 9.559 -7.619 -12.688 14.140 9.198 -1.799 -1 .226 -12.150 -0.100 -13.951 -1.015 -0.308 -2.519 -4.124 -7.289 -0.958 -4.149 -4.099 -6.577 -6.540 -1.708 -1.669 -21.596 17.349 -2.317 -2.002 -16.844 -16.644 12.329 12.601 -17.653 10.312 -4.708 -2.684 -17.035 10.928 -4.091 -2.067 Vertical FY (kip) 60.776 60.159 -35.847 17.385 -54.661 90.351 18.310 11.697 -60.31 1 84.622 12.620 15.329 12.615 29.266 26.743 45.333 45.010 2.621 21.460 38.580 46.216 30.945 45.556 31.604 49.820 39.088 38.073 27.341 65.295 -28.514 61.251 -24.462 85.716 21.425 15.353 -48.925 79.108 -11.845 78.778 -11.515 73.843 -17.065 73.513 -16.736 Horizontal FZ (kip) -3.593 -14.972 13.697 -9.547 12.020 -13.879 7.565 -9.236 12.327 -13.565 7.875 -1.019 -1.395 -1.038 -14.512 -1.965 -17.903 -0.175 -1.425 -3.447 -3.719 -3.176 -7.233 0.340 -6.568 -0.743 -6.151 -0.325 -2.886 0.443 -24.457 22.077 -19.885 14.982 -17.423 17.512 -4.759 -0.814 -20.736 15.223 -4.411 -0.467 -20.382 15.563 Moment MX (kipft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MY (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MZ (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 AISC314-05-8.5 FOR P71 TO P79COL.BJ CONNECTION DESIGN MAX TENSION — b J- JxJ.Fo.K.J- iro SHEAR V= 15 KIPS REQ'D TENSION STRENC =61+15/0. 5=91KIPS PROVIDE 4-1.25"-15 A. BOLT B DT ATT? IP 1 [^ ii TENSION CAPACITY =141KIPS ,SE TH Print Time/Date: 06/10/2009 13:21 STAAD.Pro for Windows 20.07.04.12 Page 109 Print Run 17 of 23 WxmmriBB Software licensed to wwi Job Title LEGOLAND Job No 16390 Sheet No Rev 18 partTower-1 Ref By XY Date08-SEP-09 chd Client CALIFORNIA File 16390 Tower-1-1.std Date/Time 06-Oct-2009 13:17 Reactions Cont... Node 7900 L/C 58:1.20+1.01+ 59:1.2D+1.0L+ 60:1.20+1.01+ 61:1.20+1.01+ 62:1.20+1.01+ 63:1.20+1.01+ 64:1.20+1.01+ 65:1.2D+1.0L+ 70:0.90+1 .6W 71:0.9D+1.6W 72:0.90+1. 6W 73:0.90+1. 6W 74:0.90+1. 6W 75:0.90+1 ,6W 76:0.90+1. 6W 77:0.90+1. 6W 80:0.90+1. OE( 81:0.9D+1.0E( 82:0.90+1. OE( 83:0.90+1. OE( 84:0.90+1. OE( 85:0.90+1 .OE( 86:0.90+1. OE( 87:0.90+1. OE( 88:0.90+1. OE( 89:0.90+1. OE( 90:0.90+1. OE( 91:0.9D+1.0E( 92:0.90+1. OE( 93:0.90+1. OE( 94:0.90+1. OE( 95:0.90+1. OE( 1:DEADLOAD 2:LIVE LOAD 3:WIND - X 4:WIND-Z 5:EQ-X 6:EQ-Z 7:EQ - DW 10:1.40 (EQ.16 20:1.20+1.61 ( 30:1,2D+1.6L+ 31:1,2D+1.6L+ 32:1, 20+1. 6L+ Horizontal FX (kip) -14.892 -13.444 6.012 7.598 -14.274 -12.826 6.628 8.214 -21.053 17.886 -1.778 -1.462 -16.302 -16.101 12.866 13.139 -15.880 12.075 -2.943 -0.913 -15.263 12.690 -2.326 -0.296 -13.123 -11.670 7.774 9.364 -12.506 -11.053 8.390 9.979 -0.122 -0.024 -1.977 -0.009 -0.385 -0.015 -0.021 -0.171 -0.186 -0.694 0.323 -0.190 Vertical FY (kip) 101.599 33.880 33.385 -34.338 96.322 28.637 28.143 -39.547 60.677 -33.094 56.635 -29.044 81.090 16.825 10.756 -53.496 61.821 -28.987 61.498 -28.664 56.556 -34.207 56.233 -33.884 84.280 16.661 16.175 -51.449 79.003 11.418 10.933 -56.657 18.418 8.104 1.748 31.399 3.758 51.252 3.147 25.785 35.066 35.529 34.604 43.265 Horizontal FZ (kip) -17.707 9.210 -14.801 12.220 -17.354 9.553 -14.449 12.561 -2.580 0.747 -24.145 22.376 -19.574 15.282 -17.113 17.811 -3.060 0.879 -19.016 16.894 -2.710 1.227 -18.661 17.236 -15.991 10.891 -13.089 13.895 -15.637 11.235 -12.735 14.237 -1.683 -1.139 -0.596 -15.007 -0.995 -16.785 -0.287 -2.358 -3.857 -4.014 -3.700 -7.771 Moment MX (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MY (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MZ (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Print Time/Date: 06/10/2009 13:21 STAAD.Pro for Windows 20.07.04.12 Page 110 Print Run 18 of 23 j^~-* :p__*4)(H Software licensed to wwi Job Title LEGOLAND Job No 16390 Sheet No Rev 19 partTower-1 Ref By XY Date08-SEP-09 Chd Client CALIFORNIA File 16390 Tower-1-1.std Date/Time Q6-Oct-2009 13:17 Reactions Cont... Node L/C 33:1,20+1.61+ 34:1,20+1.61+ 35:1,20+1.61+ 36:1,20+1.61+ 37:1, 20+1 .6L+ 40:1.2D+1.6W 41:1. 20+1. 6W 42:1.2D+1.6W 43:1.2D+1.6W 44:1.2D+1.6W 45:1.2D+1.6W 46:1.2D+1.6W 47:1.2D+1.6W 50:1. 20+1. OL+ 51:1.2D+1.0L+ 52:1.20+1.01+ 53:1.20+1.01+ 54:1.20+1.01+ 55:1.2D+1.0L+ 56:1.20+1.01+ 57:1.2D+1.0L+ 58:1.20+1.01+ 59:1.20+1.01+ 60:1.20+1.01+ 61:1.20+1.01+ 62:1.20+1.01+ 63:1.2D+1.0L+ 64:1.2D+1.0L+ 65:1.20+1.01+ 70:0.90+1. 6W 71:0.9D+1.6W 72:0.90+1 .6W 73:0.90+1 .6W 74:0.90+1. 6W 75:0.90+1. 6W 76:0.90+1. 6W 77:0.90+1. 6W 80:0.90+1. OE( 81:0.9D+1.0E( 82:0.90+1. OE( 83:0.90+1. OE( 84:0.9D+1.0E( 85:0.90+1. OE( 86:0.9D+1.0E( Horizontal FX (kip) -0.182 -0.579 -0.575 0.202 0.209 -3.287 3.000 -0.166 -0.132 -2.484 -2.524 2.166 2.257 -0.556 0.180 -0.215 -0.174 -0.518 0.226 -0.172 -0.133 -0.449 -0.486 0.036 0.134 -0.409 -0.447 0.082 0.178 -3.255 3.042 -0.128 -0.096 -2.451 -2.492 2.208 2.297 -0.504 0.251 -0.150 -0.117 -0.466 0.296 -0.107 Vertical FY (kip) 26.868 41.729 29.116 41.017 28.404 24.918 19.289 72.439 -28.233 61.968 -13.539 57.743 -17.758 37.146 29.554 84.802 -18.098 30.848 23.267 78.479 -24.359 74.785 -2.390 69.091 -8.083 68.465 -8.663 62.780 -14.348 19.388 13.769 66.889 -33.734 56.421 -19.050 52.203 -23.261 23.499 15.945 71.072 -31.624 17.201 9.658 64.748 Horizontal FZ (kip) 0.059 -6.989 -0.966 -6.747 -0.724 -2.980 -1.063 -26.037 22.074 -20.760 15.324 -19.321 16.761 -4.459 -2.451 -20.269 13.417 -3.880 -1.875 -19.688 13.991 -16.822 8.439 -15.320 9.949 -16.241 9.014 -14.741 10.522 -2.473 -0.558 -25.526 22.574 -20.249 15.827 -18.812 17.262 -2.801 -0.803 -18.598 15.052 -2.225 -0.229 -18.020 Moment MX (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MY (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MZ (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Print Time/Date: 06/10/2009 13:21 STAAD.Pro for Windows 20.07.04.12 Page 111 Print Run 19 of 23 P^j^r* .I.,,,,,, .„ ..rf^Bi Software licensed to wwi Job Title LEGOLAND Job No 16390 Sheet No Rev 20 partTower-1 Ref By XY Dat€08-SEP-09 Chd Client CALIFORNIA File 16390 Tower-1-1.std Date/Time Q6-Oct-2009 13:17 Reactions Cont... Node 8000 L/C 87:0.90+1. OE( 88:0.90+1. OE( 89:0.90+1. OE( 90:0.90+1. OE( 91:0.9D+1.0E( 92:0.90+1. OE( 93:0.90+1. OE( 94:0.90+1. OE( 95:0.90+1. OE( 1:DEADLOAD 2:LIVE LOAD 3:WIND-X 4:WIND-Z 5:EQ-X 6:EQ-Z 7:EQ - DW 10:1.40 (EQ.1f 20:1.2D+1.6L( 30:1, 20+1 .6L+ 31:1, 20+1. 6L+ 32:1, 20+1. 6L+ 33:1,2D+1.6L+ 34:1,2D+1.6L+ 35:1, 20+1 .6L+ 36:1,20+1.61+ 37:1,2D+1.6L+ 40:1.2D+1.6W 41:1.2D+1.6W 42:1.2D+1.6W 43:1.2D+1.6W 44:1. 20+1 .6W 45:1. 20+1. 6W 46:1.2D+1.6W 47:1. 20+1. 6W 50:1. 20+1 .OL+ 51:1.2D+1.0L+ 52:1. 20+1 .OL+ 53:1. 20+1 .OL+ 54:1. 20+1 .OL+ 55:1. 20+1 .OL+ 56:1.20+1.01+ 57:1. 20+1. OL+ 58:1.2D+1.0L+ 59:1.2D+1.0L+ Horizontal FX (kip) -0.076 -0.392 -0.434 0.108 0.198 -0.352 -0.395 0.154 0.242 0.128 0.095 -8.179 0.142 -4.873 0.147 0.022 0.179 0.318 -1.809 2.446 0.355 0.281 -1.290 -1.347 1.983 1.926 -12.936 13.235 0.381 -0.074 -9.497 -9.829 10.141 9.791 -4.595 5.148 0.425 0.129 -4.641 5.103 0.379 0.084 -3.267 -3.486 Vertical FY (kip) -37.886 61.066 -15.955 55.401 -21.620 54.746 -22.229 49.089 -27.885 9.564 14.733 0.557 -0.305 0.373 -0.354 1.623 13.390 35.044 35.191 34.898 34.965 35.124 35.096 35.218 34.871 34.993 12.380 10.606 10.988 11.965 11.787 12.515 10.452 11.189 28.206 27.456 27.474 28.184 24.961 24.211 24.230 24.939 27.845 28.377 Horizontal FZ (kip) 15.623 -15.151 10.082 -13.658 11.584 -14.573 10.655 -13.081 12.156 1.250 2.506 0.489 -4.022 0.382 -6.431 0.212 1.750 5.531 5.659 5.403 4.488 6.574 4.827 6.432 4.630 6.235 2.287 0.722 -4.932 7.929 -2.733 6.910 -3.909 5.739 4.612 3.846 -2.191 10.647 4.184 3.418 -2.621 10.220 -0.298 9.330 Moment MX (kipft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.583 2.362 2.665 -29.464 2.243 -47.011 0.270 2.212 5.597 6.302 4.893 -2.138 13.333 0.189 12.090 -0.895 11.006 6.191 -2.361 -45.400 49.197 -30.352 40.581 -36.781 34.182 6.742 2.234 -42.898 51.873 6.216 1.711 -43.376 51.303 -29.361 41.718 MY (kipft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -2.195 -3.433 -3.001 0.326 -0.567 1.013 -0.373 -3.075 -8.164 -8.919 -7.409 -8.073 -8.256 -8.674 -8.815 -7.513 -7.653 -7.371 2.167 -2.102 -3.171 -5.786 -6.602 1.353 0.566 -6.970 -5.943 -5.415 -7.512 -6.223 -5.183 -4.665 -6.755 -6.059 -7.631 MZ (kipft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.532 0.754 53.000 0.753 34.212 1.828 0.089 0.748 1.878 15.852 -12.092 2.087 1.669 12.788 12.465 -8.709 -9.029 85.838 -84.461 1.866 -0.596 65.480 63.572 -62.304 -64.090 36.132 -33.115 3.401 -0.408 35.897 -33.252 3.207 -0.586 28.903 26.038 FOR P80 COLUMN BASE CONNECTION DESIGN M-86 KIP* FT (COMB IN] MX AND MZ) D 1 9 q ii 17 a ROTiT B.PLATE 20-1.5" MOMENT CAPACITY 1 77KTP*FT Print Time/Date: 06/10/2009 13:21 STAAD.Pro for Windows 20.07.04.12 Page 112 Print Run 20 of 23 *n>«n<w4lPl Software licensed to wwi Job Title LEGOLAND Job No 16390 Sheet No Rev 21 Partlower-1 Ref By XY DatE08-SEP-09 chd Clien CALIFORNIA File 16390 Tower-M.std Date/Time 06-Oct-2009 13:17 Reactions Cont... Node 8100 L/C 60:1. 20+1 .OL+ 61:1.2D+1.0L+ 62:1. 20+1. OL+ 63:1.2D+1.0L+ 64:1.20+1.01+ 65:1.20+1.01+ 70:0.90+1. 6W 71:0.9D+1.6W 72:0.90+1 .6W 73:0.90+1. 6W 74:0.90+1. 6W 75:0.90+1 .6W 76:0.90+1. 6W 77:0.90+1. 6W 80:0.90+1. OE( 81:0.9D+1.0E( 82:0.9D+1.0E( 83:0.90+1. OE( 84:0.90+1. OE( 85:0.90+1. OE( 86:0.90+1. OE( 87:0.90+1. OE( 88:0.90+1. OE( 89:0.90+1. OE( 90:0.90+1. OE( 91:0.9D+1.0E( 92:0.90+1. OE( 93:0.9D+1.0E( 94:0.90+1. OE( 95:0.90+1. OE( 1:DEADLOAD 2:LIVE LOAD 3:WIND-X 4:WIND-Z 5:EQ-X 6:EQ - Z 7:EQ - DW 10:1.40 (EQ.1C 20:1.20+1. 6L( 30:1,2D+1.6L+ 31:1,2D+1.6L+ 32:1,2D+1.6L+ 33:1, 20+1 .6L+ 34:1, 20+1. 6L+ Horizontal FX (kip) 4.043 3.819 -3.313 -3.532 3.997 3.773 -12.974 13.196 0.342 -0.112 -9.536 -9.867 10.102 9.752 -4.736 5.009 0.284 -0.010 -4.780 4.965 0.240 -0.054 -3.409 -3.627 3.903 3.680 -3.453 -3.671 3.859 3.636 -0.158 -0.474 -1.664 -0.143 -3.462 -0.107 -0.027 -0.221 -0.949 -1.378 -0.520 -0.986 -0.912 -1.308 Vertical FY (kip) 27.282 27.815 24.601 25.132 24.038 24.571 9.510 7.739 8.119 9.095 8.917 9.645 7.585 8.321 10.605 9.859 9.876 10.585 7.359 6.614 6.630 7.339 10.245 10.776 9.685 10.218 7.000 7.530 6.440 6.972 6.126 6.069 -2.105 0.405 -0.411 0.407 1.043 8.577 17.074 16.526 17.622 17.178 16.969 16.732 Horizontal FZ (kip) -0.873 8.756 -0.728 8.902 -1.302. 8.329 1.911 0.347 -5.308 7.554 -3.109 6.534 -4.285 5.365 1.720 0.955 -5.091 7.763 1.294 0.530 -5.517 7.339 -3.196 6.444 -3.771 5.871 -3.623 6.019 -4.197 5.446 -0.899 -1.862 -0.278 -2.367 -0.254 -3.719 -0.153 -1.259 -4.071 -4.140 -4.001 -4.687 -3.454 -4.598 Moment MX (kipft) -32.741 38.336 -29.852 41.158 -33.230 37.778 5.713 -2.828 -45.833 48.685 -30.799 40.075 -37.219 33.684 3.940 -0.554 -45.460 48.847 3.404 -1.088 -45.950 48.266 -31.987 38.744 -35.357 35.372 -32.489 38.174 -35.857 34.804 -18.503 -35.100 -11.681 -40.060 -7.667 -62.912 -3.149 -25.934 -78.897 -81.909 -75,881 -89.395 -68.399 -89.289 MY (kipft) -5.288 -6.861 -5.313 -6.880 -4.533 -6.100 -6.724 2.839 -1.445 -2.508 -5.138 -5.950 2.020 1.237 -2.896 -1.792 -1.325 -3.378 -2.155 -1.038 -0.581 -2.626 -1.992 -3.532 -1.164 -2.703 -1.251 -2.785 -0.414 -1.948 5.262 8.955 4.787 2.343 2.717 4.739 0.899 7.376 20.800 22.040 19.558 21.423 20.178 22.233 MZ (kip-ft) -23.040 -25.890 28.674 25.821 -23.196 -26.033 85.581 -84.528 1.699 -0.751 65.243 63.344 -62.399 -64.176 34.931 -33.782 2.422 -1.295 34.702 -33.915 2.233 -1.468 27.734 24.938 -23.808 -26.588 27.511 24.727 -23.959 -26.727 3.149 6.796 33.098 1.569 59.755 1.315 0.542 4.413 14.720 23.339 6.101 15.125 14.314 21.661 Print Time/Date: 06/10/2009 13:21 STAAD.Pro for Windows 20.07.04.12 Page 113 Print Run 21 of 23 "'Mf^^'^^^MjHpiuBmigdBBpl Software licensed to wwi Job T tie LEGOLAND Job No 16390 Sheet No 22 partTower-1 Ref By XY DatE08-SEP-09 Chd Rev Client CALIFORNIA File 16390 Tower-1-1.std |Date/Time 06-Oct-2009 13:17 Reactions Cont... Node L/C 35:1,20+1.61+ 36:1,20+1.61+ 37:1,20+1.61+ 40:1.2D+1.6W 41:1.2D+1.6W 42:1.2D+1.6W 43:1.2D+1.6W 44:1.2D+1.6W 45:1.2D+1.6W 46:1.2D+1.6W 47:1.2D+1.6W 50:1.20+1.01+ 51:1.2D+1.0L+ 52:1. 20+1. OL+ 53:1.20+1.01+ 54:1.20+1.01+ 55:1.20+1.01+ 56:1.20+1.01+ 57:1.20+1.01+ 58:1.2D+1.0L+ 59:1.20+1.01+ 60:1. 20+1 .OL+ 61:1.20+1.01+ 62:1.20+1.01+ 63:1.20+1.01+ 64:1.2D+1.0L+ 65:1.20+1.01+ 70:0.90+1. 6W 71:0.9D+1.6W 72:0.90+1 .6W 73.0.9D+1.6W 74:0.90+1. 6W 75:0.90+1. 6W 76:0.90+1. 6W 77:0.90+1. 6W 80:0.90+1. OE( 81:0.9D+1.0E( 82:0.90+1. OE( 83:0.90+1. OE( 84:0.90+1. OE( 85:0.90+1. OE( 86:0.90+1. OE( 87:0.90+1. OE( 88:0.90+1. OE( Horizontal FX (kip) -1.251 -0.647 -0.591 -2.849 2.459 -0.417 0.038 -2.354 -2.013 1.627 1.968 -4.145 2.761 -0.796 -0.586 -4.092 2.816 -0.742 -0.532 -3.360 -3.203 1.820 1.977 -3.307 -3.149 1.875 2.032 -2.803 2.507 -0.370 0.086 -2.307 -1.966 1.675 2.017 -3.629 3.289 -0.276 -0.063 -3.575 3.344 -0.222 -0.008 -2.844 Vertical FY (kip) 16.572 17.575 17.415 3.983 10.720 7.998 6.706 5.310 4.341 10.362 9.394 14.054 14.886 14.875 14.066 11.966 12.797 12.787 11.977 14.462 13.855 15.085 14.479 12.374 11.766 12.997 12.390 2.145 8.881 6.160 4.867 3.472 2.502 8.524 7.555 6.144 6.969 6.963 6.150 4.058 4.882 4.877 4.064 6.553 Horizontal FZ (kip) -3.650 -4.491 -3.543 -1.518 -0.639 -4.867 2.711 -4.250 1.434 -3.590 2.092 -3.350 -2.851 -6.824 0.626 -3.042 -2.542 -6.515 0.934 -6.081 -0.493 -5.706 -0.119 -5.772 -0.185 -5.397 0.190 -1.250 -0.368 -4.596 2.980 -3.981 1.703 -3.318 2.363 -1.215 -0.711 -4.683 2.760 -0.908 -0.403 -4.376 3.066 -3.943 Moment MX (kipft) -73.140 -84.654 -68.501 -40.830 -3.452 -86.484 42.065 -84.364 11.992 -56.389 40.081 -68.419 -53.060 -124.072 2.596 -62.016 -46.659 -117.617 8.946 -113.995 -19.000 -102.482 -7.475 -107.553 -12.636 -96.041 -1.113 -35.274 2.129 -80.872 47.589 -78.773 17.518 -50.779 45.626 -27.486 -12.133 -82.888 43.273 -21.157 -5.807 -76.509 49.548 -72.873 MY (kipft) 21.276 20.324 19.366 13.949 -1.397 10.093 2.544 14.871 9.228 3.380 -2.300 18.973 13.531 21.066 11.448 17.143 11.701 19.227 9.626 21.898 14.692 17.824 10.604 20.062 12.868 15.987 8.780 12.369 -2.984 8.502 0.967 13.285 7.651 1.789 -3.882 8.355 2.913 10.403 0.874 6.548 1.106 8.587 -0.925 11.247 MZ (kipft) 21.038 8.401 7.778 56.792 -49.231 6.283 1.273 45.424 41.652 -34.108 -37.851 71.077 -48.768 12.442 9.865 69.951 -49.837 11.348 8.763 57.066 55.125 -32.825 -34.751 55.950 54.004 -33.899 -35.830 55.831 -50.165 5.337 0.324 44.468 40.693 -35.044 -38.789 63.221 -56.467 4.682 2.069 62.105 -57.527 3.598 0.978 49.243 FOR P81 COLUMN BASE CONNECTION DEJ M=100 KIP*FT MX AND MZ) 12-1.25"-28 A B . PLATE 31-1.! MOMENT CAPACI1: =230KIP*1 3IGN (COMB II BOLT 5" ry ?T fE Print Time/Date: 06/10/2009 13:21 STAAD.Pro for Windows 20.07.04.12 Page 114 Print Run 22 of 23 Software licensed to wwi 16390 23 partTower-1 Job THIS LEGOLAND By Date08-SEP-09 Chd Client CALIFORNIA File 16390Tower-1-1.std Date/Time 06-0ct-2009 13:17 Reactions Cont... Node UC 89:0.9D+1.0E( 90:0.90+1. OE( 91:0.9D+1.0E( 92:0.90+1. OE( 93:0.90+1. OE( 94:0.90+1. OE( 95:0.90+1. OE( Horizontal FX (kip) -2.684 2.345 2.504 -2.790 -2.630 2.399 2.559 Vertical FY (kip) 5.942 7.170 6.561 4.466 3.856 5.084 4.474 Horizontal FZ (kip) 1.640 -3.564 2.018 -3.636 1.946 -3.257 2.325 Moment MX (kip-ft) 21.742 -61.364 33.262 -66.505 28.032 -54.999 39.550 MY (kipft) 4.107 7.172 0.019 9.433 2.306 5.359 -1.782 MZ (kip-ft) 47.275 -40.531 -42.483 48.136 46.164 ^1.595 -43.552 Print Time/Date: 06/10/2009 13:21 STAAD.Pro for Windows 20.07.04.12 Page 115 F'rintRun23of23 CDOOrsl <Q OCnro10 aeO <u CO< Q< O 3 IO ou i- O 0 LU ajE LU Q 2 Q i o 2 LU O O O LUQ tr<U 0- I 3 2 ^> 1 2 ^_ Q. T3 2 TJ > 73 ^ ,£ *= Q. toQ. Ct ^ toQ_5 Q. & * to Q. 5 toQ. ^i toQ. uoQ. •2 0 0 inrsi enrsi o o O CDrsl o CD 1 oo o *"* o 00 oo orsi 0orsl 0 O m rorsi rsi 00 O 0 0 00 o CD i Oo orsi q inrsi o o oro 01^rsl 0 0 rsi rsi O O O CD ro O ro O 0 O rsl m 00rsi O O Orsl O IDro O O rsirsl ID rsi O O O 00 T-l O 0 Oo mrsl q 00 oo o ro 0orsl 0 0 rorsi r^ ID O O O 00t-H O f o 0 o ro q ro O O O rsi 0inrsi 0 o qrrirsi r^ ID O 0 0 00 o J O 0 in 1-1 q inrsi o o in rsi Oinrsi 0 O en rsi rsi enin O 0 o 00 oo oo o 'H q oo o "-" oorsi O O en in r-t in o 0 o 00 0o oo orsi o ID T-l Oo mrsi O Orsi O O ro rsl ro enID o o o 00 oo t 0o o rsl O CD O O orsi Oinrsi q 00ID E ^ i ininID in o o in 00rsi 0 ro O 00 0 in orsi o rsi *H q 00UD ID ro to ro q Oin o ro O rrii qm LT> rsi o 00 q rsi Orsi O O *HrMno<sj-u")^Dr^oocnO*-ir**^ p*^ r*^ r*^ r*** r** r*"* r*** rNs' oo ooD-CLQ-(XCLQ-Q-a.Q-Q-CL 8 to LU Q Z 4-J0) cu occu 73 Q.enotes73 ^ ^H": elevation:cu ro_a c £ "o 4_>ro cu "a. Q.ro cu ro CO 73ro — < rs? co ro "cu cu ro Q. cutoro-Q derside oc13 4->columns - a(U0)(A *"* rsi inished grade elevationM- o!to i Q_ 4-*rot toc E "o cu cu ucou rsi rsl directon unless indicated otherwisen vertical73cu "o.a.roto CL 73ro_O "ro 'x ro y horizontal directon.cro c 73 Q.ro rocu rizontaoX •3-about horizontal axis in any directioncu "5. Q.roto ^z ig moment'ci_^t: <U 0 in ot factored loads.oo73ro DOC 03 cu ro c o -Cto CO roO — < <J3 73 CU "^CT ro 73ro cuc Eou i-> o DC toCU 73 "u X CU 73ro_o cu ro roLU 00 THE END Page 117 P16390 Legoland Carlsbad, California Tower-2Calculation (Rev-1, Jan, 2010) Description Page 1. Design criteria and loading information 1 - 6 2. Tower-2 analysis and design 7 — 31 3. Displacement check 32-35 4. Member end force and connection design 36 - 40 5. Reactions and loading table 41-55 4i ' V*y - fefwsnd 8£ Coiwto : V6W Iff DESIGN CRITIERA & LOADING INFORMATION Pagel 16390 LEGOLAND TOWER-2 DESIGN CRITERIA 1 2 3 4 CODE CBC2007, AISC LRFD-05, ASCE-7-05 DESIGN LOADING a DEAD LOAD GUARDRAIL & THEME EACH SIDE 4" THK CONCR ON DECK ROOF 4'-6" WIDTH STAIR WITH 1 .5" CONC PAD SLIDE SLIDE C SLIDE D b LIVE LOAD PLATFORM / LANDING/ STAIR ROOF SLIDE SLIDE C SLIDE D c WIND LOAD (85mph, Basic wind pressure = 26psf) P95-16" STD PIPE COLUMN P96-12" STD PIPE COLUMN P91-P94 COLUMNS (THEME AROUND TOWER) 26psf*1 RAILING +STRINGER+THEME (6'H) 26psf*6' 4'-6" WIDTH STAIR FACE (ONE EACH STRINGER) ROOF THEME AT EA. CORNER COLUMN 26psf*9'*7'/2= SLIDE SLIDE C SLDIE D d SEISMIC LOAD (NO BUILDING STRUCUTRE NOT SIMILAR TO BUILDING) SEISMIC IMPORTANCE FACTOR, OCCUPANCY CATEGORY, MAPPED SPECTRAL RESPONSE ACCELERATIONS, SITE CLASS, SPECTRAL RESPONSE COEFFICIENTS, SEISMIC DESIGN CATEGORY BASIC SEISMIC-FORCE-RESITING SYSTEM - DESIGN BASE SHEAR, VERTICAL LOAD EFFECT SEISMIC RESPONSE COEFFICIENT, RESPONSE MODIFICATION FACTOR, ANALYSIS PROCEDURE USED e SNOW LOAD STRUCTURAL STEEL GRADE IN DESIGN CHANNEL Fymin = 36 ksi W-BEAM Fymin = 50 ksi HSS Fymin = 50 ksi PIPE Fymin = 42 ksi PLATE & MIS. Fymin = 36 ksi BOLT IN DESIGN (A325 BOLT) MEMBERING IN STAAD MODEL a STRINGER C10 b BRACE BRACE c BEAM C10 W10 W8 ROOF BEAM HSS d COLUMN e MISC(DUMMY) f STAIR TREAD 50 ppf 42 psf 20 psf 200 ppf 180 IbS 180 Ibs 100 psf 10 psf 328 Ibs 328 Ibs 17 ppf 14 ppf 4'= 37 ppf 156 ppf 59 ppf 820 Ibs 500 Ibs 500 Ibs l= 1.0 II Ss= 1.266 81= 0.478 D SDS= 0.844 Soi= 0.485 D BRACED FRAME Eh= Cs*W= 0.56W Ev= 0.2Sos*D= 0.1688D Cs= 0.56 R= 1.5 EQUIVALENT LATERAL FORCE ANAYLSIS Oppf 1000 2000 3000 3100 3200 4000 91 00 TO 9600 - 10000 Page 2 PageS Seismic Effect and Combinations (IBC 2006, ASCE 7-05) Job Number: 16390 City: Legoland, Carlsbad, California Structure Tower-2 07/10/2009 Ss S! Fa Fv 1.266 0.478 1 1.52 V = CSW = 0.56 W Ev=0.2*Sos*D= 0,17 D 2 onr — — iJs^c — n A AL)£> f+ Mo U.O*+ Sui=-;SMi= 0.493 SMS = FaS, = 1 .27 SMl = FVS, = 0.73 Site Class Occupancy Group Seismic Design Category 2 D II D 12.8-1 12.4.2.2 11.4.4 11.4.4 11.4.3 11.4.3 l= 1.00 Table 11. 5-1 R = 1 .50 (no buiding structure similar to buildings) Table 1 5.4-1 TL = 8.00 S hn = 24.20 ft C, = 0.02 x = 0.75 Ta = 0.22 s Figure. 22.15-22.20 12.8.2.1 Table 12.8-2 Table 12.8-2 12.8.2.1 Page 4 Tower STAAD model load list Load Case Case-1 Case-2 Case-3 Case-4 Case-5 Case-6 Case-7 Dead load Live load Wind -X Wind -Z EQ-X EQ-Z EQ-DN 0 1 2 3 4 5 6 7 1 2 3 4 5 1 2 3 4 5 6 1 2 3 4 5 6 FY= GY= GY= GY= GY= GY= FY= GY= GY= GY= GY= GY= FY= PX= PX= PX= PX= FX= FX= PZ= PZ= PZ= PZ= FZ= FX= (56%*W) 0 1 2 3 4 5 6 FX= GX= GX= GX= GX= GX= FX= *56%*W) 0 1 2 3 4 5 6 FZ= GZ= GZ= GZ= GZ= GZ= FZ= (17%*W) 0 1 2 3 4 5 6 FY= GY= GY= GY= GY= GY= FY= -1 -50 -95 -231 -116 -28 -180 -25 -225 -550 -275 -56 -328 37 17 14 156 500 820 37 17 14 59 500 820 0.56 28 54 130 65 16 101 0.56 28 54 130 65 16 101 -0.17 -9 -16 -40 -20 _c -31 ppf ppf PPf ppf PPf bs ppf PPf PPf ppf ppf bs ppf PPf PPf PPf Ibs Ibs PPf PPf PPf PPf Ibs Ibs PPf PPf ppf PPf PPf Ibs PPf PPf PPf PPf PPf Ibs PPf PPf PPf PPf ppf Ibs Notes Selfweight of structure Railing & theme selfweight .anding deck weight on 4.5' width stair stringer Platform deck weight on 5.5' spacing beam Platform deck weight on edge beam Roof selfweight at each beam Slide C, D s/w Column Theme 5psf* 5'=25 ppf 100psf on 4.5' width stair stringer 100psf on platform beam @ 5.5' space Platfrom edge beam Roof live load at each beam Slide C, D live load P91 TO P94 columns W/ theme 16" columns 12" columns Railing+stringer+theme Slide C,D Roof wind load at each column P91 TO P94 columns W/ theme 16" columns 12" columns Stair face wind load at each strigner Slide C,D Roof wind load at each column Selfweight of structure Railing + theme selfweight Landing deck weight on 4.5' width stair stringer Platform deck weight on 5.5' spacing beam Platform deck weight on edge beam Roof selfweight at each beam Slide C, D s/w Selfweight of structure Railing + theme selfweight Landing deck weight on 4.5' width stair stringer Platform deck weight on 5.5' spacing beam Platform deck weight on edge beam Roof selfweight at each beam Slide C, D s/w Selfweight of structure Railing + theme selfweight Landing deck weight on 4.5' width stair stringer Platform deck weight on 5.5' spacing beam Platform deck weight on edge beam Roof selfweight Slide C, D s/w PageS Tower Load Combinations Building Code:CBC2007 LRFD 1605.2.1 (NOBUILDING STRUCTURE SIMILAR TO BUILDING) Load case > 1.4D(eq.16-1) 1.2D+1.6L(eq.16-2) 1.2D+1.6L+1. 6*0.1 6W (eq.16-3*) (40MPH) (Normal Operation) 1.2D+1.6W(eq.16-4*) 1.2D+1.0L+1.0E(eq.16-5) 0.9D+1.6W(eq.16-6) 0.9D+1.0E(eq.16-7) Load comb 10 20 30 31 32 33 34 35 36 37 40 41 42 43 44 45 46 47 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 70 71 72 73 74 75 76 77 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 1 Dead down 1.4 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 2 Live down 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3 Wind toX 0.26 -0.26 0.2 0.2 -0.2 -0.2 1.6 -1.6 1.2 1.2 -1.2 -1.2 1.6 -1.6 1.2 1.2 -1.2 -1.2 4 Wind toZ 0.26 -0.26 0.2 -0.2 0.2 -0.2 1.6 -1.6 1.2 -1.2 1.2 -1.2 1.6 -1.6 1.2 -1.2 1.2 -1.2 5 Quake toX 1 -1 1 -1 0.75 0.75 -0.75 -0.75 0.75 0.75 -0.75 -0.75 1 -1 1 -1 0.75 0.75 -0.75 -0.75 0.75 0.75 -0.75 -0.75 6 Quake toZ 1 -1 1 -1 0.75 -0.75 0.75 -0.75 0.75 -0.75 0.75 -0.75 1 -1 1 -1 0.75 -0.75 0.75 -0.75 0.75 -0.75 0.75 -0.75 7 Quake down 1 1 1 1 -1 -1 -1 -1 1 1 1 1 -1 -1 -1 -1 1 1 1 1 -1 -1 -1 - -1 -1 -1 -1 Page 6 TOWER-2 ANALYSIS & DESIGN Page? Software licensed to wwi Job No 16390 Sheet No Rev partTower-2 Job Title LEGOLAND Ref By Dat£7-OCT-09 Chd Client CALIFORNIA File 16390 Tower-2.std Dateffime o8-Jan-2010 15:02 Print Time/Date: 08/01/2010 15:06 STAAD.Pro for Windows 20.07.04.12 PageS Print Run 1 of 1 Software licensed to wwi Job No 16390 Sheet No Rev partTower-2 Job Title LEGOLAND Ref By Dat€7-OCT-09 Chd Client CALIFORNIA File 16390Tower-2.std Date/Time o8-Jan-2010 15:02 00 00 NODE Print Time/Date: 08/01/2010 15:06 STAAD.Pro for Windows 20.07.04.12 Page 9 Print Run 1 of 1 Software licensed to wwi Job No 16390 Sheet No partTower-2 Job Title LEGOLAND By XY Dat67-OCT-09 Chd Client CALIFORNIA File 16390Tower-2.std Datemme Q8-Jan-2010 15:02 3202 3201 3200 $201 -[ 3203 9101 "3000 •-o:" .-op 3002 4002 3106 ""3102 0$Vioi 3100 /^K@ S301 _.....,- .A"" 3108 f109 3081 ;, / HI55 / 10026 1053 inn* 1056 / 10025 Jfl5130°3 «54 X,092/< 2/ 10Q23 >047 1050 / 10022 «>45 / 2004 9100 ./ : 2006 \ M04 Q&-- 3105 -^' 3107 0020 1041 S500 2003 '1001* ^37 WO -100^7 1035 1<38 / 100« M3 W36 / 1001* 2002i 2007: 2001 S400 S300 2000 25 , -^23 102? , 100^1 1021 100*0 9600 ,08 Vl5»/ 10087 -mis 1016 x 10006 jon -10044 1007 X 100*3 ^M)05 1008 X1000i «IP3 W06 /10C01 >901 1«4 -10000 1062 10(10 MEMBER Print Time/Date: 08/01/2010 15:07 STAAD.Pro for Windows 20.07.04.12 Page 10 Print Run 1 of 1 Friday, January 08, 2010, 03:'07 PM PAGE NO. * * * STAAD.Pro * * Version 2007 Build 04 * * Proprietary Program of * * Research Engineers, Intl. * * Date= JAN 8, 2010 * * Time= 15: 4:24 * * * * USER ID: wwi * **************************************************** 1. STAAD SPACE INPUT FILE: 16390 Tower-2.STD 2. START JOB INFORMATION 3. ENGINEER DATE 7-OCT-09 4. JOB NAME LEGOLAND 5. JOB CLIENT CALIFORNIA 6. JOB NO 16390 7. ENGINEER NAME XY 8. JOB PART TOWER-2 9. END JOB INFORMATION 10. INPUT WIDTH 79 11. UNIT FEET KIP 12. JOINT COORDINATES 13. 1 53.2418 101.329 94.9356 14. 2 57.139 101.329 92.6856 15. 3 52.7833 101.913 94.1413 16. 4 56.6804 101.913 91.8913 17. 5 52.3248 102.497 93.3472 18. 6 56.2219 102.497 91.0972 19. 12 51.8663 103.081 92.553 20. 13 55.7634 103.081 90.303 21. 14 51.4078 103.665 91.7589 22. 15 55.3049 103.665 89.5089 23. 16 50.9493 104.249 90.9647 24. 17 54.8464 104.249 88.7147 25. 18 50.4908 104.833 90.1706 26. 19 54.3879 104.833 87.9206 27. 20 50.0323 105.417 89.3765 28. 21 53.9294 105.417 87.1265 29. 23 49.5738 106.001 88.5823 30. 24 53.4709 106.001 86.3323 31. 25 49.1153 106.585 87.7882 32. 26 53.0124 106.585 85.5382 33. 27 48.6568 107.169 86.994 34. 28 52.5539 107.169 84.744 35. 29 48.1983 107.753 86.1999 36. 30 52.0954 107.753 83.9499 37. 31 47.7398 108.337 85.4057 38. 32 51.6369 108.337 83.1557 39. 35 46.2813 108.921 82.8795 40. 36 50.1784 108.921 80.6295 Pago 11C:\IVAN WORK\DESIGN\2009 Design Project\16390 Legoland\Design\Tower-2\Tower With Theme\Model\16390 Tower-2.anl 1 of 23 Friday, January 08, 2010, 03:07 PM STAAD SPACE — PAGE NO. 41. 37 47.2813 108.921 84.6116 42. 38 51.1784 108.921 82.3616 43. 39 45.4898 108.921 81.5086 44. 40 49.3869 108.921 79.2586 45. 42 45.0333 109.492 80.7179 46. 43 48.9304 109.492 78.4679 47. 44 44.5768 110.076 79.9273 48. 45 48.4739 110.076 77.6772 49. 46 44.1203 110.66 79.1366 50. 47 48.0174 110.66 76.8866 51. 48 43.6638 111.244 78.3459 52. 49 47.5609 111.244 76.0959 53. 50 43.2073 111.828 77.5552 54. 51 47.1044 111.828 75.3052 55. 52 42.7508 112.412 76.7645 56. 53 46.6479 112.412 74.5145. 57. 54 42.2943 112.996 75.9738 58. 55 46.1914 112.996 73.7238 59. 56 41.8378 113.58 75.1832 60. 57 45.7349 113.58 72.9332 61. 58 41.3813 114.164 74.3925 62. 59 45.2784 114.164 72.1425 63. 60 40.9248 114.748 73.6018 64. 61 44.8219 114.748 71.3518 65. 62 40.4683 115.332 72.8111 66. 63 44.3654 115.332 70.5611 67. 64 40.0118 115.916 72.0204 68. 65 43.9089 115.916 69.7704 69. 70 43.4524 116.5 68.9798 70. 72 19 116.5 70.5 71. 73 24.5 116.5 65 72. 74 24.5 116.5 76 73. 75 39.5553 116.5 71.2298 74. 76 30 116.5 70 75. 77 30 116.5 70.5 76. 78 38.8453 116.5 70 77. 79 41.2868 116.5 65 78. 80 35 116.5 65 79. 81 35 116.5 70 80. 9100 19 103 65 81. 9101 19 116.5 65 82. 9102 19 127.17 65 83. 9200 30 103 65 84. 9201 30 116.5 65 85. 9202 30 127.17 65 86. 9300 19 103 76 87. 9301 19 116.5 76 88. 9302 19 127.17 76 89. 9400 30 103 76 90. 9401 30 116.5 76 91. 9402 30 127.17 76 92. 9500 40 101 67.5 93. 9501 40 116.5 67.5 94. 9600 48.2299 101.004 81.7545 95. 9601 48.2299 108.921 81.7545 96. ***************************** Pago 12C:\IVAN WORK\DESIGN\2009 Design Project\16390 Legoland\Design\Tower-2\Tower With Theme\Model\16390 Tower-2.anl 2 of 23 Friday, January 08, 2010, 03.-.97 PM STAAD SPACE 97. 98. 99. 100. 101. 102. 103. 104. 105. 106. 107. 108. 109. 110. 111. 112. 113. 114. 115. 116. 117. 118. 119. 120. 121. 122. 123. 124. 125. 126. 127. 128. 129. 130. 131. 132. 133. 134. 135. 136. 137. 138. 139. 140. 141. 142. 143. 144 . 145. 146. 147. 148. 149. 150. 151. 152. MEMBER 1000 1001 1002 1003 1004 1005 1006 1007 1008 1009 1010 1011 1012 1013 1014 1015 1016 1017 1018 1019 1020 1021 1022 1023 1024 1025 1026 1027 1028 1029 1030 1031 1032 1033 1034 1035 1036 1037 1038 1039 1040 1041 1042 1043 1044 1045 1046 1047 1048 1049 1050 1051 1052 1053 1054 INCIDENCES 3 4 5 6 12 13 14 15 16 17 18 19 20 21 23 24 25 26 27 28 29 30 31 32 37 38 40 39 35 36 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 75 — PAGE NO. 3 1 2 3 4 5 6 12 13 14 15 16 17 18 19 20 21 23 24 25 26 27 28 29 30 31 32 36 35 37 38 39 40 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 Page 13C:\IVAN WORK\DESIGN\2009 Design Project\16390 Legoland\Design\Tower-2\Towez With Theme\Model\16390 Tower-2.anl 3 of 23 Friday, January 08, 2010, 03:07 PM STAAD SPACE 153. 154. 155. 156. 157. 158. 159. 160. 161. 162. 163. 164. 165. 166. 167. 168. 169. 170. 171. 172. 173. 174 . 175. 176. 177. 178. 179. 180. 181. 182. 183. 184. 185. 186. 187. 188. 189. 190. 191. 192. 193. 194. 195. 196. 197 . 198. 199. 200. 201. 202. 203. 204 . 205. 206. 207. 208. 1055 1056 1057 2000 2001 2002 2003 2004 2005 2006 2007 3000 3001 3002 3003 3004 3100 3101 3102 3103 3104 3105 3106 3107 3108 3109 3200 3201 3202 3203 4000 4001 4002 4003 9100 9101 9200 9201 9300 9301 9400 9401 9500 9600 10000 10001 10002 10003 10004 10005 10006 10007 10008 10009 10010 10011 70 78 79 9300 9400 9400 9200 9100 9200 9100 9300 9201 76 80 81 80 9101 9201 9101 9301 72 77 73 74 72 76 9102 9202 9102 9302 35 36 79 9501 9100 9101 9200 9201 9300 9301 9400 9401 9500 9600 3 5 12 14 16 18 20 23 25 27 29 31 — PAGE NO. 4 65 75 70 74 74 77 77 73 73 72 72 80 81 79 78 81 72 76 73 74 9301 9401 9201 9401 77 77 9302 9402 9202 9402 9601 9601 9501 78 9101 9102 9201 9202 9301 9302 9401 9402 9501 9601 4 6 13 15 17 19 21 24 26 28 30 32 Pago 14C:\IVAN WORK\DESIGN\2009 Design Project\16390 Legoland\Design\Tower-2\Tower With Theme\Model\16390 Tower-2.anl 4 of 23 Friday, January 08, 2010, 03:*97 PM STAAD SPACE — PAGE NO. 209. 210. 211. 212. 213. 214. 215. 216. 217. 218. 219. 220. 221. 222. 223. 224 . 225. 226. 227. 228. 229. 230. 231. 232. 233. 234. 235. 236. 237. 238. 239 . 240. 241 . 242. 243. 244. 245 . 246. 247 . 248. 249 . 250. 251. 252. 253. 254. 255. 256 . 257. 258. 259. 260. 261. 262 . 263. 264. 10012 37 10013 39 10014 42 10015 44 10016 46 10017 48 10018 50 10019 52 10020 54 10021 56 10022 58 10023 60 10024 62 10025 64 10026 75 DEFINE MATERIAL START ISOTROPIC CONCRETE E 453600 POISSON 0.17 DENSITY 0.14999 ALPHA 5.5E-006 DAMP 0.05 ISOTROPIC STEEL E 4.176E+006 POISSON 0.3 DENSITY 0.489024 ALPHA 6.5E-006 DAMP 0.03 END DEFINE MATERIAL 38 40 43 45 47 49 51 53 55 57 59 61 63 65 70 MEMBER PROPERTY AMERICAN 1000 TO 1057 TABLE ST * * ************BR^QE***** 2000 TO 2007 TABLE ST** ************ BEAM* ****-> 3000 TO 3004 TABLE ST 3100 TO 3109 TABLE ST 3200 TO 3203 TABLE ST 4000 TO 4003 TABLE ST * * C10X15 PIPS35 C10X15 W10X22 W8X18 HSST6X6X0.25 ********** ****COLUMN** **"»»>"""'» 9100 9101 9200 9201 9300 9301 9400 9401 TABLE ST PIPS80 9500 TABLE ST PIPE OD 9600 TABLE ST PIPS120 * 1.333 ID 1.2708 * *************S'J'^JR TREAD* ********* 10000 TO 10026 PRIS YD 0.125 ZD 1 * Page 15C:\IVAN MORK\DESIGN\2009 Design Project\16390 Legoland\Design\Tower-2\Tower With Theme\Model\l6390 Tower-2.anl 5 of 23 Friday, January 08, 2010, 03:07 PM STAAD SPACE — PAGE NO. 6 265. * 266. ************************************************************** 267. CONSTANTS 268. BETA 180 MEMB 1001 1003 1005 1007 1009 1011 1013 1015 1017 1019 1021 1023 - 269. 1025 1026 1029 1031 1033 1035 1037 1039 1041 1043 1045 1047 1049 1051 1053 - 270. 1055 1057 3000 3002 271. MATERIAL CONCRETE MEMB 10000 TO 10026 272. MATERIAL STEEL MEMB 1000 TO 1057 2000 TO 2007 3000 TO 3004 3100 TO 3109 3200 - 273. 3201 TO 3203 4000 TO 4003 9100 9101 9200 9201 9300 9301 9400 9401 9500 9600 274. ************************************************************************* 275. SUPPORTS 276. 9500 9600 FIXED 277. 9100 9200 9300 9400 PINNED 278. 1 2 FIXED BUT MX MY MZ KFX 60 KFZ 60 279. ************************************************************************* 280. MEMBER RELEASE 281. 2000 TO 2007 START MY MZ 282. 2000 TO 2007 END MY MZ 283. 1028 1029 1056 1057 3000 3001 3004 3100 TO 3103 3108 START MX MY MZ 284. 1026 1027 3002 TO 3004 3104 3105 3107 3108 END MX MY MZ 286. UNIT FEET POUND 287. SLAVE ZX MASTER 9201 JOINT 70 72 TO 81 9101 9201 9301 9401 9501 288. SLAVE ZX MASTER 9601 JOINT 35 TO 40 289. ********************************************************************* 292. * 293. * 294. ************************* DEAD LOAD *********************************** 295. LOAD 1 LOADTYPE NONE TITLE DEAD LOAD 296. SELFWEIGHT Y -1 LIST 1000 TO 1057 2000 TO 2007 3000 TO 3004 3100 TO 3109 3200 297. 3201 TO 3203 4000 TO 4003 9100 9101 9200 9201 9300 9301 9400 9401 9500 9600 - 298. 10000 TO 10026 299. MEMBER LOAD 300. 1000 TO 1055 1057 3000 TO 3003 3100 3102 TO 3107 3109 UNI GY -50 301. 1026 TO 1029 1056 1057 UNI GY -95 302. 3108 UNI GY -231 303. 3000 TO 3003 3102 3103 3106 3107 UNI GY -116 304. 3200 TO 3203 UNI GY -28 305. 3103 3107 CON GY -180 306. * 307 . * 308. **************************LIVE LOAD********************************* 309. LOAD 2 LOADTYPE NONE TITLE LIVE LOAD 310. MEMBER LOAD 311. 1000 TO 1057 UNI GY -225 312. 3108 UNI GY -550 313. 3000 TO 3003 3102 3103 3106 3107 UNI GY -275 314. 3200 TO 3203 UNI GY -55 315. 3103 3107 CON GY -328 316. * 317. * 318. ************************^^^£)_^£************************************* 319. LOAD 3 LOADTYPE NONE TITLE WIND - X 320. MEMBER LOAD Page 16C:\IVAN WORK\DESIGN\2009 Design Project\16390 Legoland\Design\Tower-2\Tower With Theme\Model\16390 Tower-2.anl 6 of 23 Friday, January 08, 2010, 03:*07 PM STAAD SPACE — PAGE NO. 7 321. 9100 9101 9200 9201 9300 9400 9401 UNI PX 37 322. 9500 UNI PX 17 323. 9600 UNI PX 14 324. 1000 TO 1057 3100 3101 3104 3105 UNI PX 156 325. 3103 3107 CON GX 500 326. JOINT LOAD 327. 9102 9202 9302 9402 FX 820 328. * 329. * 330. ************************ft[jjQD—2********************"*******"*'*'*'**'***'* 331. LOAD 4 LOADTYPE NONE TITLE WIND - Z 332. MEMBER LOAD 333. 9100 9101 9200 9201 9300 9400 9401 UNI PZ 37 334. 9500 UNI PZ 17 335. 9600 UNI PZ 14 336. 1000 TO 1057 UNI GZ 59 337. 3103 3107 CON GZ 500 338. JOINT LOAD 339. 9102 9202 9302 9402 FZ 820 340. * 341. * 342. *********************EQ-X**************************************** 343. LOAD 5 LOADTYPE NONE TITLE EQ - X 344. SELFWEIGHT X 0.56 LIST 1000 TO 1057 2000 TO 2007 3000 TO 3004 3100 TO 3109 - 345. 3200 TO 3203 4000 TO 4003 9100 9101 9200 9201 9300 9301 9400 9401 9500 9600 - 346. 10000 TO 10026 347. MEMBER LOAD 348. 1000 TO 1055 1057 3000 TO 3003 3100 3102 TO 3107 3109 UNI GX 28 349. 1000 TO 1057 UNI GX 54 350. 3108 UNI GX 130 351. 3000 TO 3003 3102 3103 3106 3107 UNI GX 65 352. 3200 TO 3203 UNI GX 16 353. 3103 3107 CON GX 101 354. * 355. *********************EQ-Z***************************************** 356. LOAD 6 LOADTYPE NONE TITLE EQ - Z 357. SELFWEIGHT Z 0.56 LIST 1000 TO 1057 2000 TO 2007 3000 TO 3004 3100 TO 3109 - 358. 3200 TO 3203 4000 TO 4003 9100 9101 9200 9201 9300 9301 9400 9401 9500 9600 - 359. 10000 TO 10026 360. MEMBER LOAD 361. 1000 TO 1055 1057 3000 TO 3003 3100 3102 TO 3107 3109 UNI GZ 28 362. 1000 TO 1057 UNI GZ 54 363. 3108 UNI GZ 130 364. 3000 TO 3003 3102 3103 3106 3107 UNI GZ 65 365. 3200 TO 3203 UNI GZ 16 366. 3103 3107 CON GZ 101 367. * 368. * 369. *****•*•*••*•*•**•********* *EQ— DW* ***********-*•********•******************** 370. LOAD 7 LOADTYPE NONE TITLE EQ - DW 371. SELFWEIGHT Y -0.17 372. MEMBER LOAD 373. 1000 TO 1055 1057 3000 TO 3003 3100 3102 TO 3107 3109 UNI GY -9 374. 1026 TO 1029 1056 1057 UNI GY -16 375. 3108 UNI GY -40 376. 3000 TO 3003 3102 3103 3106 3107 UNI GY -20 Page 17C:\IVAN WORK\DESIGN\2009 Design Project\16390 Legoland\Design\Tower-2\Tower With Theme\Model\16390 Tower-2.anl 7 of 23 Friday, January 08, 2010, 03:07 PM STAAD SPACE — PAGE NO. 377. 378. 379. 380. 381. 382. 383. 384. 385. 386. 387. 388. 389. 390. 391. 392. 393. 394. 395. 396. 397. 398. 399. 400. 401. 402. 403. 404. 405. 406. 407. 408 . 409. 410. 411. 412. 413. 414. 415. 416. 417. 418 . 419. 420. 421. 422. 423. 424. 425. 426. 427. 428. 429. 430. 431. 432. 3200 TO 3203 ONI GY -5 3103 3107 CON GY -31 ***************LOAD LOAD 10 LOADTYPE NONE REPEAT LOAD 1 1.4 LOAD 20 LOADTYPE NONE REPEAT LOAD 1 1.2 2 1.6 LOAD 30 LOADTYPE NONE REPEAT LOAD 1 1.2 2 1.6 3 0.26 LOAD 31 LOADTYPE NONE REPEAT LOAD 11.221.63 -0.26 LOAD 32 LOADTYPE NONE REPEAT LOAD 1 1.2 2 1.6 4 0.26 LOAD 33 LOADTYPE NONE REPEAT LOAD 1 1.2 2 1.6 4 -0.26 LOAD 34 LOADTYPE NONE REPEAT LOAD 11.221.630.240. LOAD 35 LOADTYPE NONE REPEAT LOAD 11.221.630.24-0 LOAD 36 LOADTYPE NONE REPEAT LOAD 1 1.2 2 1.6 3 -0.2 4 0 LOAD 37 LOADTYPE NONE REPEAT LOAD 1 1.2 2 1.6 3 -0.2 4 - LOAD 40 LOADTYPE NONE REPEAT LOAD 1 1.2 3 1.6 LOAD 41 LOADTYPE NONE REPEAT LOAD 1 1.2 3 -1.6 LOAD 42 LOADTYPE NONE REPEAT LOAD 1 1.2 4 1.6 LOAD 43 LOADTYPE NONE REPEAT LOAD 1 1.2 4 -1.6 LOAD 44 LOADTYPE NONE REPEAT LOAD 1 1.2 3 1.2 4 1.2 LOAD 45 LOADTYPE NONE REPEAT LOAD 1 1.2 3 1.2 4 -1.2 LOAD 46 LOADTYPE NONE REPEAT LOAD 1 1.2 3 -1.2 4 1.2 TITLE 1.4D (EQ.16-1) TITLE 1.2D+1.6L (EQ.16-2) TITLE 1,2D+1.6L+1.6*0.16W (EQ.16-3*) (40MPH) TITLE 1,2D+1.6L+1.6*0.16W (EQ.16-3*) (40MPH) TITLE 1,2D+1.6L+1.6*0.16W (EQ.16-3*) (40MPH) TITLE 1,2D+1.6L+1.6*0.16W (EQ.16-3*) (40MPH) TITLE 1,2D+1.6L+1.6*0.16W (EQ.16-3*) (40MPH) TITLE 1,2D+1.6L+1.6*0.16W (EQ.16-3*) (40MPH) .2 TITLE .2 TITLE 0.2 TITLE 1,2D+1.6L+1.6*0.16W (EQ.16-3*) (40MPH) 1,2D+1.6L+1.6*0.16W (EQ.16-3*) (40MPH) 1.2D+1.6W (EQ.16-4* TITLE 1.2D+1.6W (EQ.16-4J TITLE 1.2D+1.6W (EQ.16-4*) TITLE 1.2D+1.6W (EQ.16-4*) TITLE 1.2D+1.6W (EQ.16-4*) TITLE 1.2D+1.6W (EQ.16-4*) TITLE 1.2D+1.6W (EQ.16-4*) Page 18C:\IVAN WORK\DESIGN\2009 Design Project\16390 Legoland\Design\Tower-2\Tower With Theme\Model\16390 Tower-2.anl of 23 Friday, January 08, 2010, 03:*07 PM STAAD SPACE 433. 434. 435. 436. 437. 438. 439. 440. 441. 442. 443. 444. 445. 446. 447. 448. 449. 450. 451. 452. 453. 454. 455. 456. 457. 458. 459. 460. 461. 462. 463. 464. 465. 466. 467. 468. 469. 470. 471. 472. 473. 474. 475. 476. 477. 478. 479. 480. 481. 482. 483. 484. 485. 486. 487. 488. LOAD 47 LOADTYPE NONE TITLE 1.2D+1. — PAGE NO. 9 6W (EQ.16-4*) REPEAT LOAD 1 1.2 3 LOAD 50 -1.2 4 - LOADTYPE 1.2 NONE TITLE 1.2D+1.OL+l.OE (EQ.16-5) REPEAT LOAD 1 1.2 2 LOAD 51 1.0 5 1. LOADTYPE 071. NONE 0 TITLE 1.2D+1.OL+l.OE (EQ.16-5) REPEAT LOAD 1 1.2 2 LOAD 52 1.0 5 -1 LOADTYPE .071 NONE .0 TITLE 1.2D+1.OL+l.OE (EQ.16-5) REPEAT LOAD 1 1.2 2 LOAD 53 REPEAT 1 1.2 2 LOAD 54 1.0 6 1. LOADTYPE LOAD 1.06-1 LOADTYPE 071. NONE .071 NONE 0 TITLE .0 TITLE 1 1 .2D+1. .2D+1. OL+l.OE OL+l.OE (EQ. (EQ. 16-5) 16-5) REPEAT LOAD 1 1.2 2 LOAD 55 1.0 5 1. LOADTYPE 07-1 NONE .0 TITLE 1.2D+1.OL+l.OE (EQ.16-5) REPEAT LOAD 1 1.2 2 LOAD 56 1.0 5 -1 LOADTYPE .0 7 -1.0 NONE TITLE 1.2D+1.OL+l.OE (EQ.16-5) REPEAT LOAD 1 1.2 2 LOAD 57 REPEAT 1 1.2 2 LOAD 58 REPEAT 1 1.2 2 LOAD 59 REPEAT 1 1.2 2 LOAD 60 REPEAT 1 1.2 2 LOAD 61 REPEAT 1 1.2 2 LOAD 62 REPEAT 1 1.2 2 LOAD 63 REPEAT 1 1.2 2 LOAD 64 REPEAT 1 1.2 2 LOAD 65 REPEAT 1 1.2 2 LOAD 70 REPEAT 10.93 LOAD 71 REPEAT 1.0 6 1. LOADTYPE LOAD 1.06-1 LOADTYPE LOAD 1.0 5 0. LOADTYPE LOAD 1.0 5 0. LOADTYPE LOAD 1.0 5 -0 LOADTYPE LOAD 1.0 5 -0 LOADTYPE LOAD 1.0 5 0. LOADTYPE LOAD 1.0 5 0. LOADTYPE LOAD 1.0 5 -0 LOADTYPE LOAD 1.0 5 -0 07-1 NONE .0 TITLE 1.2D+1.OL+l.OE (EQ.16-5) .0 7 -1.0 NONE 75 6 0 NONE TITLE .75 7 TITLE 75 6 -0.75 7 NONE .75 6 NONE .75 6 NONE 75 6 0 NONE TITLE 0.75 7 TITLE -0.75 TITLE .75 7 TITLE 1 1. 1 1 1 1 1 7 1 -1 1 75 6 -0.75 7 - NONE .75 6 NONE .75 6 LOADTYPE NONE LOAD 1.6 LOADTYPE NONE LOAD TITLE 0.75 7 TITLE -0.75 TITLE TITLE 1 - 1 7 0 0 .2D+1. 0 .2D+1. .0 .2D+1. .0 .2D+1. 1.0 .2D+1, .0 .2D+1. 1.0 .2D+1. 1.0 .2D+1 -1.0 .9D+1 .9D+1 , OL+l.OE .OL+l.OE .OL+l.OE .OL+l.OE . OL+1. OE . OL+l.OE . OL+1. OE .OL+l.OE . 6W (EQ. . 6W ( EQ . (EQ. (EQ. (EQ. (EQ. (EQ. (EQ. (EQ. (EQ. 16-6) 16-6) 16-5) 16-5) 16-5) 16-5) 16-5) 16-5) 16-5) 16-5) Page 19C:\IVAN MORK\DESIGN\2009 Design Project\16330 Legoland\Design\Tower-2\Tower With Theme\Model\16390 Tower-2.anl 9 of 23 Friday, January 08, 2010, 03:07 PM STAAD SPACE 489. 490. 491. 492. 493. 494. 495. 496. 497. 498. 499. 500. 501. 502. 503. 504. 505. 506. 507. 508. 509. 510. 511. 512. 513. 514. 515. 516. 517. 518. 519. 520. 521. 522. 523. 524. 525. 526. 527. 528. 529. 530. 531. 532. 533. 534. 535. 536. 537. 538. 539. 540. 541. 542. 543. 544 . 1 0.9 3 LOAD 72 REPEAT 10.94 LOAD 73 REPEAT 1 0.9 4 LOAD 74 REPEAT 10.93 LOAD 75 REPEAT 10.93 LOAD 76 REPEAT 1 0.9 3 LOAD 77 REPEAT 10.93 LOAD 80 REPEAT 10.95 LOAD 81 REPEAT 1 0.9 5 LOAD 82 REPEAT 10.96 LOAD 83 REPEAT 10.96 LOAD 84 REPEAT 1 0.9 5 LOAD 85 REPEAT 10.95 LOAD 86 REPEAT 10.96 LOAD 87 REPEAT 10.96 LOAD 88 REPEAT 10.95 LOAD 89 REPEAT 10.95 LOAD 90 REPEAT 10.95 LOAD 91 REPEAT 10.95 LOAD 92 -1.6 LOADTYPE LOAD 1.6 LOADTYPE LOAD -1.6 LOADTYPE LOAD 1.2 4 1.2 LOADTYPE LOAD 1.2 4 -1. LOADTYPE LOAD -1.2 4 1. LOADTYPE LOAD -1.2 4 -1 LOADTYPE LOAD 1.0 7 1.0 LOADTYPE LOAD -1.0 7 1. LOADTYPE LOAD 1.0 7 1.0 LOADTYPE LOAD -1.0 7 1. LOADTYPE LOAD 1.0 7 -1. LOADTYPE LOAD -1.0 7 -1 LOADTYPE LOAD 1.0 7 -1. LOADTYPE LOAD -1.0 7 -1 LOADTYPE LOAD 0.75 6 0. LOADTYPE LOAD 0.75 6 -0 LOADTYPE LOAD NONE NONE NONE NONE 2 NONE 2 NONE .2 NONE NONE 0 NONE NONE 0 NONE 0 NONE .0 NONE 0 NONE .0 NONE 75 7 NONE .75 7 NONE -0.75 6 0.75 7 LOADTYPE LOAD NONE -0.75 6 -0.75 LOADTYPE NONE TITLE TITLE TITLE TITLE TITLE TITLE TITLE TITLE TITLE TITLE TITLE TITLE TITLE TITLE TITLE 1.0 TITLE 1.0 TITLE 1.0 TITLE 7 1.0 TITLE 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. . 9D+1. .9D+1. 9D+1. .9D+1. .9D+1. 9D+1. 9D+1. . 9D+1. 9D+1. . 9D+1. 9D+1. . 9D+1. , 9D+1. . 9D+1. 9D+1. . 9D+1. , 9D+1. . 9D+1, . 9D+1. . 6W 6W 6W 6W 6W 6W OE , OE OE OE OE . OE , OE . OE OE . OE , OE . OE . OE (EQ. (EQ. (EQ. (EQ. (EQ. (EQ. (EQ. (EQ. (EQ. (EQ. (EQ. (EQ. (EQ. (EQ. (EQ. (EQ. (EQ. (EQ, (EQ, — PAGE NO. 10 ,16-6) .16-6) .16-6) ,16-6) ,16-6) ,16-6) 16-7) ,16-7) 16-7) .16-7) 16-7) ,16-7) .16-7) ,16-7) 16-7) .16-7) .16-7) .16-7) .16-7) Page 20C:\IVAN WORK\DESIGN\2009 Design Project\16390 Legoland\Design\Tower-2\Tower With Theme\Model\l6390 Tower-2.anl 0 of 23 Friday, January 08, 203.0, 03:'07 PM STAAD SPACE 545. 546. 547. 548. 549. 550. 551. 552. 553. 554. 555. 556. REPEAT LOAD 1 0.9 5 0.75 6 0.75 7 -1.0 LOAD 93 LOADTYPE NONE TITLE 0.9D+1.0E REPEAT LOAD 1 0.9 5 0.75 6 -0.75 7 -1.0 LOAD 94 LOADTYPE NONE TITLE 0.9D+1.0E REPEAT LOAD 1 0.9 5 -0.75 6 0.75 7 -1.0 LOAD 95 LOADTYPE NONE TITLE 0.9D+1.0E REPEAT LOAD 1 0.9 5 -0.75 6 -0.75 7 -1.0 PDELTA 6 ANALYSIS — PAGE NO. 11 (EQ.16-7) (EQ.16-7) (EQ.16-7) PROBLEM STATISTICS NUMBER OF JOINTS/MEMBER+ELEMENTS/SUPPORTS = 83/ 126/ 8 SOLVER USED IS THE OUT-OF-CORE BASIC SOLVER ORIGINAL/FINAL BAND-WIDTH= 56/ 6/ 70 DOF TOTAL PRIMARY LOAD CASES = 65, TOTAL DEGREES OF FREEDOM = 409 SIZE OF STIFFNESS MATRIX = 29 DOUBLE KILO-WORDS REQRD/AVAIL. DISK SPACE = 13.2/ 19037.1 MB ZERO STIFFNESS IN DIRECTION 4 AT JOINT 81 EQN.NO. 68 LOADS APPLIED OR DISTRIBUTED HERE FROM ELEMENTS WILL BE IGNORED. THIS MAY BE DUE TO ALL MEMBERS AT THIS JOINT BEING RELEASED OR EFFECTIVELY RELEASED IN THIS DIRECTION. ZERO STIFFNESS IN DIRECTION 4 AT JOINT 80 EQN.NO. 71 ++ Adjusting Displacements 15: 4:26 ++ Adjusting Displacements 15: 4:26 ++ Adjusting Displacements 15: 4:26 ++ Adjusting Displacements 15: 4:26 ++ Adjusting Displacements 15: 4:26 ++ Adjusting Displacements 15: 4:26 557. ^PERFORM ANALYSIS 558. PARAMETER 1 559. CODE AISC UNIFIED 560. METHOD LRFD 561. ****CHANNEL******** 562. FYLD 5.184E+006 MEMB 1000 TO 1057 563 **********pj PE* *********** 564. FYLD 6.048E+006 MEMB 2000 TO 2007 9100 9101 9200 9201 9300 9301 9400 9401 565. 9500 9600 566 ***********BEAM************* 567. FYLD 7.2E+006 MEMB 3000 TO 3004 3100 TO 3109 3200 TO 3203 4001 568. **********HSS**************** 569. FYLD 7.2E+006 MEMB 4000 TO 4003 570. CHECK CODE MEMB 1000 TO 1057 Pago 21C:\IVAN WORK\DESIGN\2009 Design Project\16390 Legoland\Design\Tower-2\Tower With Theme\Model\16390 Tower-2.anl 1 of 23 Friday, January 08, 2010, 03:07 PM STAAD SPACE — PAGE NO. 13 STAAD.PRO CODE CHECKING - (AISC-360-05-LRFD) ALL UNITS ARE - POUN FEET (UNLESS OTHERWISE NOTED) MEMBER 1000 1001 1002 1003 1004 1005 1006 1007 1008 1009 1010 1011 1012 1013 1014 1015 1016 TABLE RESULT/ FX ST C10X15 PASS 579.15 C ST C10X15 PASS 632.82 C ST C10X15 PASS -30.46 T ST C10X15 PASS 1304.21 C ST C10X15 PASS 1697.71 C ST C10X15 PASS 2411.38 C ST C10X15 PASS 1288.37 C ST C10X15 PASS 2522.03 C ST C10X15 PASS 900.11 C ST C10X15 PASS 2377.60 C ST C10X15 PASS 530.00 C ST C10X15 PASS 2215.18 C ST C10X15 PASS 292.48 C ST C10X15 PASS 2034.98 C ST C10X15 PASS 461.55 C ST C10X15 PASS 1460.48 C ST C10X15 PASS 56.12 C CRITICAL COND/ RATIO/ MY MZ (AISC SECTIONS) Clause Hl/2 0.286 -1328.39 -1265.12 (AISC SECTIONS) Clause Hl/2 0.285 1322.65 1284.19 (AISC SECTIONS) Clause Hl/2 0.248 -1013.33 -2320.96 (AISC SECTIONS) Clause Hl/2 0.241 941.54 2384.06 (AISC SECTIONS) Clause Hl/2 0.270 -271.00 -9061.52 (AISC SECTIONS) Clause Hl/2 0.253 425.49 6961.20 (AISC SECTIONS) Clause Hl/2 0.309 -235.40 -11081.26 (AISC SECTIONS) Clause Hl/2 0.287 169.35 10495.41 (AISC SECTIONS) Clause Hl/2 0.339 -210.60 -12603.84 (AISC SECTIONS) Clause Hl/2 0.314 144.33 11876.58 (AISC SECTIONS) Clause Hl/2 0.357 -187.77 -13630.60 (AISC SECTIONS) Clause Hl/2 0.330 121.53 12757.85 (AISC SECTIONS) Clause Hl/2 0.365 -153.33 -14267.39 (AISC SECTIONS) Clause Hl/2 0.335 101.31 13139.49 (AISC SECTIONS) Clause Hl/2 0.369 198.62 -14030.52 (AISC SECTIONS) Clause Hl/2 0.330 -132.44 12782.91 (AISC SECTIONS) Clause Hl/2 0.372 215.23 -14110.21 Dana 0 LOADING/ LOCATION 41 0.00 41 0.00 41 0.00 41 0.00 31 0.00 51 0.00 31 0.00 31 0.00 31 0.00 31 0.00 31 0.00 31 0.00 37 0. 00 31 0.00 35 1.09 35 1.09 35 1.09 f C:\IVAN WORK\DESIGN\2009 Design Project\16390 Legoland\Design\Tower-2\Tower With Theme\Model\16390 Tower-2.anl 3 of 23 Friday, January 08, 20*10, 03*07 PM STAAD SPACE ALL UNITS ARE - POUN FEET MEMBER TABLE 1017 ST C10X15 1018 ST C10X15 1019 ST C10X15 1020 ST C10X15 1021 ST C10X15 1022 ST C10X15 1023 ST C10X15 1024 ST C10X15 1025 ST C10X15 1026 ST C10X15 1027 ST C10X15 1028 ST C10X15 1029 ST C10X15 1030 ST C10X15 1031 ST C10X15 (UNLESS RESULT/ 1292. -363. 1138. -796. 997. -694. 772. -1394. 1024. 13. 13. 17. -3. -290. 6257. FX PASS 34 C PASS 25 T PASS 29 C PASS 09 T PASS 47 C PASS 69 T PASS 25 C PASS 17 T PASS 49 C PASS 90 C PASS 90 C PASS 56 C PASS 29 T PASS 69 T PASS 01 C OTHERWISE NOTED) CRITICAL COND/ RATIO/ MY MZ (AISC SECTIONS) Clause Hl/2 0. -148.94 12667. (AISC SECTIONS) Clause Hl/2 0. 226.43 -13712. (AISC SECTIONS) Clause Hl/2 0. -160.25 12066. (AISC SECTIONS) Clause Hl/2 0. 232.51 -12838. (AISC SECTIONS) Clause Hl/2 0. -166.44 10979. (AISC SECTIONS) Clause Hl/2 0. 515.84 -9276. (AISC SECTIONS) Clause Hl/2 0. -440.44 7090. (AISC SECTIONS) Clause Hl/2 0. -755.49 -5957. (AISC SECTIONS) Clause Hl/2 0. -1002.01 1584. (AISC SECTIONS) Clause Hl/2 0. -9.23 9648. (AISC SECTIONS) Clause Hl/2 0. 9.23 -5075. (AISC SECTIONS) Clause Hl/2 0. -14.91 -7408. (AISC SECTIONS) Clause Hl/2 0. -14.36 4969. (AISC SECTIONS) Clause Hl/2 0. -233.83 -8262. (AISC SECTIONS) Clause Hl/2 0. 156.97 12320. 330 74 366 64 318 52 348 72 293 72 319 82 253 66 289 49 232 61 228 37 121 61 177 93 119 83 239 76 341 74 - PAGE NO. 14 LOADING/ LOCATION 35 1.09 35 1.09 35 1.09 35 1.09 35 1.09 59 1. 09 59 1.09 59 0.00 41 0.00 31 0.00 31 0.00 30 2.00 36 2.00 31 0.00 31 0.00 Pago 23C:\IVAN WORK\DESIGN\2009 Design Project\16390 Legoland\Design\Tower-2\Tower With Theme\Model\l6390 Tower-2.anl of 23 Friday, January 08, 2010, 03:07 PM STAAD SPACE ALL UNITS ARE - POUN FEET (UNLESS MEMBER 1032 1033 1034 1035 1036 1037 1038 1039 1040 1041 1042 1043 1044 1045 1046 TABLE RESULT/ FX ST C10X15 PASS -765.93 T ST C10X15 PASS 6249.70 C ST C10X15 PASS -1277.59 T ST C10X15 PASS 6228.47 C ST C10X15 PASS -1783.58 T ST C10X15 PASS 6201.50 C ST C10X15 PASS -2277.85 T ST C10X15 PASS 6162.89 C ST C10X15 PASS -2757.58 T ST C10X15 PASS 6109.72 C ST C10X15 PASS -3102.24 T ST C10X15 PASS 6040.70 C ST C10X15 PASS -3230.76 T ST C10X15 PASS 5308.79 C ST C10X15 PASS -3766.76 T OTHERWISE NOTED) CRITICAL COND/ RATIO/ MY MZ (AISC SECTIONS) Clause Hl/2 0.319 -311.57 -10971.83 (AISC SECTIONS) Clause Hl/2 0.408 246.40 14449.95 (AISC SECTIONS) Clause Hl/2 0.378 -338.89 -13180.07 (AISC SECTIONS) Clause Hl/2 0.451 272.53 16086.01 (AISC SECTIONS) Clause Hl/2 0.420 -340.64 -14889.09 (AISC SECTIONS) Clause Hl/2 0.478 274.42 17228.45 (AISC SECTIONS) Clause Hl/2 0.449 -330.74 -16101.56 (AISC SECTIONS) Clause Hl/2 0.491 264.67 17875.05 (AISC SECTIONS) Clause Hl/2 0.464 -315.84 -16820.21 (AISC SECTIONS) Clause Hl/2 0.492 249.76 18024.48 (AISC SECTIONS) Clause Hl/2 0.468 -288.15 -17160.01 (AISC SECTIONS) Clause Hl/2 0.480 232.94 17675.56 (AISC SECTIONS) Clause Hl/2 0.474 342.08 -16945.29 (AISC SECTIONS) Clause Hl/2 0.474 -276.13 17176.38 (AISC SECTIONS) Clause Hl/2 0.473 355.50 -16735.21 - PAGE NO. 15 LOADING/ LOCATION 31 0.00 31 0.00 31 0.00 31 0.00 31 0.00 31 0.00 31 0.00 31 0.00 31 0.00 31 0.00 37 0.00 31 0.00 35 1.08 35 1.08 35 1.08 Pago 24C:\IVAN HORK\DESIGN\2009 Design Project\16390 Legoland\Design\Tower-2\Tower With Theme\Model\16390 Towei-Z.anl 5 of 23 Friday, January 08, 20-10, 03:<07 PM STAAD SPACE — PAGE NO.16 ALL UNITS ARE - POUN FEET (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ FX MY RATIO/ MZ LOADING/ LOCATION 1047 ST C10X15 (AISC SECTIONS) PASS Clause Hl/2 0.458 5271.22 C -289.36 16377.41 1048 ST C10X15 (AISC SECTIONS) PASS Clause Hl/2 0.461 -4317.52 T 366.81 -16054.72 1049 ST C10X15 (AISC SECTIONS) PASS Clause Hl/2 0.430 5248.34 C -300.76 15092.69 1050 ST C10X15 (AISC SECTIONS) PASS Clause Hl/2 0.437 -4880.59 T 369.70 -14907.07 1051 ST C10X15 (AISC SECTIONS) PASS Clause Hl/2 0.389 5081.72 C -311.55 13288.72 1052 ST C10X15 (AISC SECTIONS) PASS Clause Hl/2 0.399 -5601.76 T 363.36 -13242.74 1053 ST C10X15 (AISC SECTIONS) PASS Clause Hl/2 0.334 5070.73 C -296.24 11085.95 1054 ST C10X15 (AISC SECTIONS) PASS Clause Hl/2 0.366 -4710.48 T -988.28 -6851.87 1055 ST C10X15 (AISC SECTIONS) PASS Clause Hl/2 0.256 5056.86 C -214.84 8404.01 1056 ST C10X15 (AISC SECTIONS) PASS Clause Hl/2 0.207 12.47 C -7.37 -8753.64 1057 ST C10X15 (AISC SECTIONS) PASS Clause Hl/2 0.166 61.60 C -235.40 4757.09 571. CHECK CODE MEMB 2000 TO 2007 35 1.08 35 1.08 35 1.08 35 1.08 30 1.08 30 1.08 30 1.08 59 0.00 30 1.08 30 1.42 60 4.53 Pago 25C:\IVAN WORK\DESIGN\2009 Design Project\16390 Legoland\Design\Tower-2\Tower With Theme\Model\16390 Tower-2.anl 6 of 23 Friday, January 08, 2010, 03:07 PM STAAD SPACE — PAGE NO.17 STAAD.PRO CODE CHECKING - (AISC-360-05-LRFD) ******************************************** ALL UNITS ARE - POUN FEET (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ FX MY RATIO/ MZ LOADING/ LOCATION 2000 ST PIPS35 2001 ST PIPS35 2002 ST PIPS35 2003 ST PIPS35 2004 ST PIPS35 2005 ST PIPS35 2006 ST PIPS35 2007 ST PIPS35 (AISC SECTIONS) PASS Clause Hl/2 0.409 14099.52 C 0.00 -106.41 (AISC SECTIONS) PASS Clause Hl/2 0.449 15505.95 C 0.00 -106.41 (AISC SECTIONS) PASS Clause H3 0.372 13174.42 C 0.00 0.00 (AISC SECTIONS) PASS Clause H3 0.527 18658.18 C 0.00 0.00 (AISC SECTIONS) PASS Clause Hl/2 0.560 19446.41 C 0.00 -106.41 (AISC SECTIONS) PASS Clause Hl/2 0.442 15271.26 C 0.00 -106.41 (AISC SECTIONS) PASS Clause Hl/2 0.239 8077.42 C 0.00 -106.41 (AISC SECTIONS) PASS Clause Hl/2 0.269 9141.41 C 0.00 -106.41 41 6. 07 40 6.07 52 0.00 53 0.00 41 6.07 40 6.07 43 6.07 42 6.07 572. CHECK CODE MEMB 3000 TO 3004 3100 TO 3109 3200 TO 3203 Page 26C:\IVAN WORK\DESIGN\2009 Design Project\16390 Legoland\Design\Tower-2\Tower With Theme\Model\16390 Tower-2.anl 7 of 23 Friday, January 08, 2010, 03:>07 PM STAAD SPACE — PAGE NO.18 STAAD. PRO CODE CHECKING - (AISC-360-05-LRFD) ALL UNITS ARE - POUN FEET (UNLESS MEMBER TABLE RESULT/ FX 3000 ST C10X15 PASS 0.00 T 3001 ST C10X15 PASS 0.00 T 3002 ST C10X15 PASS 0.00 T 3003 ST C10X15 PASS 0.00 T 3004 ST C10X15 PASS 0.00 T 3100 ST W10X22 PASS 0.00 T 3101 ST W10X22 PASS 0.00 T 3102 ST W10X22 PASS 0.00 T 3103 ST W10X22 PASS 0. 00 T 3104 ST W10X22 PASS 0. 00 T 3105 ST W10X22 PASS 0. 00 T 3106 ST W10X22 PASS 0. 00 T 3107 ST W10X22 PASS 0.00 T 3108 ST W10X22 PASS 0.00 T 3109 ST W10X22 PASS 0.00 T 3200 ST W8X18 PASS 191.94 C 3201 ST W8X18 PASS 36.86 C OTHERWISE NOTED) CRITICAL COND/ RATIO/ MY MZ (AISC SECTIONS) Clause Hl/2 0.213 -316.28 8382.57 (AISC SECTIONS) Clause Hl/2 0.148 316.28 -5151.72 (AISC SECTIONS) Clause Hl/2 0.258 -500.62 8382.57 (AISC SECTIONS) Clause Hl/2 0.121 186.64 -5151.72 (AISC SECTIONS) Clause Hl/2 0.005 26.68 -65.28 (AISC SECTIONS) Clause Hl/2 0.043 -936.87 -162.93 (AISC SECTIONS) Clause Hl/2 0.042 773.08 -754.46 (AISC SECTIONS) Clause Hl/2 0.035 -395.40 1627.42 (AISC SECTIONS) Clause Hl/2 0.046 818.94 960.61 (AISC SECTIONS) Clause Hl/2 0.043 -936.87 -162.93 (AISC SECTIONS) Clause Hl/2 0.044 936.87 -295.13 (AISC SECTIONS) Clause F 0.106 0.00 10032.76 (AISC SECTIONS) Clause Hl/2 0.046 818.94 960.61 (AISC SECTIONS) Clause Hl/2 0.282 -2152.93 -13573.10 (AISC SECTIONS) Clause G 0.036 0.00 -665.90 (AISC SECTIONS) Clause Hl/2 0.202 43.11 9206.67 (AISC SECTIONS) Clause Hl/2 0.211 43.17 9656.47 Pana 97 C * llf lit LOADING/ LOCATION 52 5.00 52 5.00 52 0.00 52 0.00 50 2.50 40 5.50 41 5.00 53 5.50 42 5.50 40 0.00 41 0.00 40 5.50 42 0.00 52 5.50 30 0.50 42 11.00 42 11.00 C:\IVAN WORK\DESIGN\2009 Design Project\16390 Legoland\Design\Tower-2\Tower With Theme\Model\16390 Tower-2.anl 8 of 23 Friday, January 08, 2010, 03:07 PM STAAD SPACE — PAGE NO.19 ALL UNITS ARE - POUN FEET (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ FX MY RATIO/ MZ LOADING/ LOCATION 3202 ST W8X18 (AISC SECTIONS) PASS Clause Hl/2 0.205 40 357.82 C -51.68 9297.32 11.00 3203 ST W8X18 (AISC SECTIONS) PASS Clause Hl/2 0.200 41 191.99 C -64.76 9084.16 0.00 573. CHECK CODE MEMB 4000 TO 4003 Page 28C:\IVAN WORK\DESIGN\2009 Design Project\16390 Legoland\Design\Tower-2\Tower With Theme\Model\16390 Tower-2.anl 9 of 23 Friday, January 08, 20J.O, 03*07 PM STAAD SPACE — PAGE NO.20 STAAD.PRO CODE CHECKING - (AISC-360-05-LRFD) ******************************************** ALL UNITS ARE - POUN FEET (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ FX MY RATIO/ MZ LOADING/ LOCATION 4000 ST 4001 ST 4002 ST 4003 ST HSST6X6X0.25 PASS 0.00 C HSST6X6X0.25 PASS 0. 00 T HSST6X6X0.25 PASS 0.00 T HSST6X6X0.25 PASS 0. 00 T (AISC SECTIONS) Clause F 0.422 35 0.00 17706.85 2.25 (AISC SECTIONS) Clause F 0.513 31 0.00 21541.04 2.25 (AISC SECTIONS) Clause F 0.415 34 0.00 17424.43 2.81 (AISC SECTIONS) Clause F 0.621 30 0.00 26097.74 0.00 574. CHECK CODE MEMB 9100 9101 9200 9201 9300 9301 9400 9401 9500 96CO Page 29C:\IVAN WORK\DESICN\2009 Design Project\16390 Legoland\Design\Tower-2\Tower With Theme\Model\16390 Tower-2.anl 0 of 23 Friday, January 08, 2010, 03:01 PM STAAD SPACE — PAGE NO.21 STAAD. PRO CODE CHECKING - (AISC-360-05-LRFD) ******************************************** ALL UNITS ARE - POUN FEET (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ FX MY RATIO/ MZ LOADING/ LOCATION 9100 ST PIPS80 PASS 3859.22 C 9101 ST PIPS80 PASS 2974.20 C 9200 ST PIPS80 PASS 6725.31 C 9201 ST PIPS80 PASS 3381.10 C 9300 ST PIPS80 PASS 4119.48 C 9301 ST PIPS80 PASS 2975.00 C 9400 ST PIPS80 PASS 4168.71 C 9401 ST PIPS80 PASS 3038.98 C 9500 ST PIP E PASS 12855.72 C 9600 ST PIPS120 PASS 5871.14 C 575. FINISH (AISC SECTIONS) Clause Hl/2 0.164 47 -5730.72 -4738.31 13.50 (AISC SECTIONS) Clause Hl/2 0.201 47 6855.10 6446.40 10.67 (AISC SECTIONS) Clause Hl/2 0.138 45 -6006.65 1839.66 13.50 (AISC SECTIONS) Clause Hl/2 0.229 45 -6012.54 9148.97 0.00 (AISC SECTIONS) Clause Hl/2 0.165 46 5366.83 -5108.69 13.50 (AISC SECTIONS) Clause Hl/2 0.210 46 -6963.90 6990.65 10.67 (AISC SECTIONS) Clause Hl/2 0.176 44 5870.97 5345.19 13.50 (AISC SECTIONS) Clause Hl/2 0.211 44 -7357.72 -6676.47 10.67 (AISC SECTIONS) Clause Hl/2 0.109 61 -18973.03 -6555.82 0.00 (AISC SECTIONS) Clause Hl/2 0.371 46 25692.03 -39459.29 0.00 ********** END OF THE STAAD.Pro RUN ********** **** DATE= JAN 8,2010 TIME= 15: 4:31 **** Page 30C:\IVAN HORK\DESIGN\2009 Design Project\16390 Legoland\Design\Tower-2\Tower With Theme\Model\16390 Tower-2.anl 1 of 23 Software licensed to wwi Job No 16390 Sheet No Rev PartTower-2 Job Title LEGOLAND Ref By Date7-OCT-09 Chd Client CALIFORNIA File 16390Tower-2.std Date/Time o8-Jan-2010 15:02 0.205 0.211 0.202 0.229 •t""'b.2 0,201 .. . O 00 0.258 0.415 0.16S 0.106 ^ a.21 0.0427 0-282O ;QD 0.58 0.164 0.239 0.0416 , 0-0*11 . © 0.046 0.109 0 527 0.26<l ©>0.165 CO 4 CDA 0.409 0.372 0.176 0.449 0286 CODE CHECK Print Time/Date: 08/01/2010 15:08 STAAD.Pro for Windows 20.07.04.12 Page 31 Print Run 1 of 1 DISPLACEMENT Page 32 Software licensed to wwi Job No 16390 Sheet No Rev partTower-2 Job Title LEGOLAND Ref By XY Dat€7-OCT-09 Chd Client CALIFORNIA Rle 16390Tower-2.std Date/Time Q8-Jan-2010 15:02 Dl»plac*m«n1 • In DISPLACEMENT FOR LIVE LOAD Print Time/Date: 08/01/2010 15:12 STAAD.Pro for Windows 20.07.04.12 Page 33 Print Run 1 of 1 iMtommmgariflH Software licensed to wwi Job Title LEGOLAND Job No 16390 Sheet No RartTower-2 Ref Rev1 By XY Dat£7-OCT-09 Chd Client CALIFORNIA File 16390 Tower-2.std Node Displacements COLUMN DISPLACEMENT Node 9101 9102 9201 9202 9301 9302 9401 L/C 1:DEADLOAD 2:LIVE LOAD 3:WIND-X 4:WIND-Z 5:EQ-X 6:EQ-Z 7:EQ - DW 1:DEADLOAD 2:LIVE LOAD 3:WIND-X 4:WIND-Z 5:EQ-X 6:EQ-Z 7:EQ - DW 1:DEAD LOAD 2:LIVE LOAD 3:WIND-X 4:WIND-Z 5:EQ-X 6:EQ-Z 7:EQ - DW 1:DEADLOAD 2:LIVE LOAD 3:WIND-X 4:WIND-Z 5:EQ-X 6:EQ-Z 7:EQ - DW 1:DEADLOAD 2:LIVE LOAD 3:WIND - X 4:WIND - Z 5:EQ-X 6:EQ-Z 7:EQ - DW 1:DEADLOAD 2:LIVE LOAD 3:WIND-X 4:WIND - Z 5:EQ-X 6:EQ-Z 7:EQ - DW 1:DEADLOAD 2:LIVE LOAD 3:WIND-X X (in) -0.004 -0.008 0.061 0.009 0.055 0.023 -0.001 -0.007 -0.012 0.264 0.011 0.1 36 0.026 -0.001 -0.004 -0.008 0.061 0.009 0.055 0.023 -0.001 -0.007 -0.012 0.264 0.011 0.136 0.026 -0.001 0.003 0.006 0.051 -0.008 0.043 -0.021 0.001 0.004 0.007 0.272 -0.012 0.139 -0.027 0.001 0.003 0.006 0.051 Y (in) -0.001 -0.001 0.001 0.001 0.000 0.000 -0.000 -0.001 -0.001 0.001 0.001 0.000 0.000 -0.000 -0.002 -0.002 -0.001 0.001 -0.001 0.000 -0.000 -0.002 -0.002 -0.002 0.001 -0.001 0.000 -0.000 -0.001 -0.001 0.001 -0.001 0.000 -0.000 -0.000 -0.001 -0.001 0.001 -0.001 0.000 -0.000 -0.000 -0.001 -0.001 -0.001 Z (in) 0.003 0.005 -0.001 0.027 -0.003 0.027 0.000 0.003 0.006 0.001 0.247 -0.003 0.121 0.001 -0.005 -0.009 0.009 0.044 0.009 0.070 -0.001 -0.007 -0.012 0.011 0.287 0.010 0.176 -0.001 0.003 0.005 -0.001 0.027 -0.003 0.027 0.000 0.003 0.006 0.001 0.247 -0.003 0.121 0.001 -0.005 -0.009 0.009 Resultant (in) 0.005 0.010 0.061 0.029 0.055 0.035 0.001 0.007 0.013 0.264 0.248 0.136 0.124 0.001 0.007 0.012 0.062 0.045 0.056 0.074 0.001 0.010 0.017 0.265 0.287 0.137 0.178 0.002 0.005 0.008 0.051 0.029 0.044 0.034 0.001 0.006 0.010 0.272 0.248 0.139 0.124 0.001 0.006 0.011 0.052 rX (rad) -0.000 -0.000 0.000 0.001 -0.000 0.001 -0.000 0.000 0.000 0.000 0.001 0.000 0.000 0.000 -0.000 -0.000 0.000 0.002 0.000 0.001 -0.000 0.000 0.000 -0.000 0.001 -0.000 0.000 0.000 0.000 0.000 0.000 0.001 -0.000 0.001 0.000 -0.000 -0.000 0.000 0.001 0.000 0.000 -0.000 -0.000 -0.000 0.000 rY (rad) 0.000 0.000 -0.000 -0.000 -0.000 -0.000 0.000 0.000 0.000 -0.000 -0.000 0.000 -0.000 0.000 0.000 0.000 -0.000 -0.000 -0.000 -0.000 0.000 0.000 0.000 -0.000 -0.000 0.000 -0.000 0.000 0.000 0.000 -0.000 -0.000 -0.000 -0.000 0.000 0.000 0.000 -0.000 -0.000 -0.000 -0.000 0.000 0.000 0.000 -0.000 Date/Time Q8-Jan-2010 15:02 rZ (rad) 0.000 0.000 -0.001 -0.000 -0.001 -0.000 0.000 -0.000 -0.000 -0.001 -0.000 -0.000 0.000 -0.000 0.000 0.000 -0.001 -0.000 -0.000 -0.000 0.000 0.000 0.000 -0.001 -0.000 -0.000 -0.000 0.000 0.000 0.000 -0.001 0.000 -0.001 0.000 0.000 -0.000 -0.000 -0.001 0.000 -0.000 0.000 -0.000 -0.000 -0.000 -0.001 Print Time/Date: 08/01/2010 15:13 STAAD.Pro for Windows 20.07.04.12 Page 34 Print Run 1 of 2 JP^" ••* munmmmii^fm Software licensed to wwi Job Title LEGOLAND Job No 16390 Sheet No partTower-2 Ref Rev 2 By XY Dat€7-OCT-09 Chd Client CALIFORNIA File 1 6390 Tower-2.std Node Displacements Cont... Node 9402 9501 9601 L/C 4:WIND - Z 5:EQ-X 6:EQ-Z 7:EQ - DW 1:DEADLOAD 2:LIVE LOAD 3:WIND-X 4:WIND-Z 5:EQ-X 6:EQ-Z 7:EQ - DW 1:DEADLOAD 2:LIVE LOAD 3:WIND-X 4:WIND-Z 5:EQ-X 6:EQ-Z 7:EQ - DW 1 :DEAD LOAD 2:LIVE LOAD 3:WIND-X 4:WIND-Z 5:EQ-X 6:EQ-Z 7:EQ - DW X (in) -0.008 0.043 -0.021 0.001 0.004 0.007 0.272 -0.012 0.139 -0.027 0.001 -0.003 -0.005 0.059 0.005 0.052 0.013 -0.000 0.005 0.008 0.147 -0.002 0.120 -0.004 0.001 Y (in) -0.001 -0.000 -0.000 -0.000 -0.001 -0.001 -0.001 -0.001 -0.000 -0.000 -0.000 -0.002 -0.002 -0.000 -0.000 -0.000 -0.000 -0.000 -0.001 -0.002 0.000 0.000 0.000 0.000 -0.000 Z (in) 0.044 0.009 0.070 -0.001 -0.007 -0.012 0.011 0.287 0.010 0.176 -0.001 -0.012 -0.022 0.019 0.060 0.019 0.109 -0.002 0.005 0.009 -0.022 0.068 -0.013 0.125 0.001 Resultant (in) 0.045 0.044 0.073 0.001 0.008 0.015 0.272 0.287 0.139 0.178 0.001 0.013 0.023 0.062 0.060 0.056 0.110 0.002 0.007 0.013 0.149 0.068 0.120 0.126 0.001 rX (rad) 0.002 0.000 0.001 -0.000 -0.000 -0.000 -0.000 0.001 -0.000 0.000 -0.000 -0.000 -0.000 0.000 0.000 0.000 0.001 -0.000 0.000 0.000 -0.000 0.001 -0.000 0.002 0.000 rY (rad) -0.000 -0.000 -0.000 0.000 0.000 0.000 -0.000 -0.000 -0.000 -0.000 0.000 0.000 0.000 -0.000 -0.000 -0.000 -0.000 0.000 -0.000 -0.000 0.001 -0.000 0.001 -0.000 -0.000 Date/Time rj8-Jan-2010 15:02 rZ (rad) 0.000 -0.001 0.000 -0.000 0.000 0.000 -0.001 0.000 -0.000 0.000 0.000 0.000 0.000 -0.000 -0.000 -0.000 -0.000 0.000 -0.000 -0.000 -0.002 0.000 -0.002 0.000 -0.000 Print Time/Date-. 08/01/2010 15:13 STAAD.Pro for Windows 20.07.04.12 Page 35 Print Run 2 of 2 MEMBER END FORCE & CONNECTION DESIGN Page 36 r ^|^^^*^^B 3&ganimggMjHH Software licensed to wwi Job Title LEGOLAND Client CALIFORNIA Job No 16390 Sheet No 1 Rev partTower-2 Ref By XY Dat£7-OCT-09 Chd File 16390Tower-2.std Date/Time Q8-Jan-2010 15:02 Beam End Force Summary BRACE END FORCE The signs of the forces at end B of each beam have been reversed. For example: this means that the Min Fx entry gives the largest tension value for an beam. MaxFx MinFx Max Fy Min Fy MaxFz Min Fz Max MX Min MX Max My Min My MaxMz MinMz Beam 2004 2004 2000 2000 2002 2002 2004 2004 2000 2000 2000 2000 Node 9100 73 9300 74 77 9400 9100 9100 9300 9300 9300 9300 L/C 41:1.2D+1.6W 70:0.90+1. 6W 50:1.2D+1.0L+ 50:1.2D+1.0L+ 50:1. 20+1. OL+ 50:1. 20+1. OL+ 43:1. 20+1 .6W 72:0.90+1 .6W 10:1.40 (EQ.ie 10:1.40 (EQ.ie 10:1.40 (EQ.ie 10:1.40 (EQ.K Axial Fx (kip) 19.508 -16.424 -6.662 -6.802 2.658 2.827 4.330 -1.130 0.467 0.467 0.467 0.467 Shear Fy (kip) 0.030 -0.023 0.069 -0.069 -0.034 0.034 0.030 0.023 0.035 0.035 0.035 0.035 Fz (kip) 0.000 -0.000 0.000 0.000 0.037 -0.037 0.000 -0.000 0.000 0.000 0.000 0.000 Torsion MX (kip-ft) 0.002 -0.000 0.001 0.001 -0.002 -0.002 0.012 -0.011 0.001 0.001 0.001 0.001 Bending My (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Mz (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 AISC341-05-14.2 BRACE SIZE 3 1/2" STD PIPE Fy=42ksi D/t = 19 < 0.044E/Fy = 30.4 OK! KL/R = 11.25'*12/1.34=100.7 <=4SQRT(E/Fy)=105 OK! AISC341-05-14.4 (R=1.5, OMIGA=1.0) l.)3 1/2" STD pipe tension Ry*Fy*Ag = 1.4*42*2.51=148 kips 2.)Max amplified seismic load = 19.5kips*l.0=19.Skips PROVIDE 2-3/4" A325 BOLTS SHEAR CAPACITY =31.8 kips Ok! Print Time/Date: 08/01/2010 15:35 STAAD.Pro for Windows 20.07.04.12 Page 37 Print Run 1 of 1 Software licensed to wwi Job No 16390 Sheet No Rev PartTower-2 Job Title LEGOLAND Ref By Dat£7-OCT-09 Chd Client CALIFORNIA File 16390Tower-2.std Date/rime Q8-Jan-2010 15:02 Beam End Force Summary CIO BEAM ON PLATFORM The signs of the forces at end B of each beam have been reversed. For example: this means that the Min Fx entry gives the largest tension value for an beam. MaxFx Min Fx Max Fy Min Fy MaxFz Min Fz Max MX Min MX Max My Min My Max Mz MinMz Beam 3002 3002 3002 3000 3002 3002 3000 3000 3002 3002 3000 3001 Node 79 80 79 9201 80 80 9201 9201 80 80 80 81 L/C 50:1.2D+1.0L+ 50.-1.2D+1.0L+ 20:1.2D+1.6L( 20:1.2D+1.6L( 52:1.2D+1.0L+ 53:1.2D+1.0L+ 10:1.4D(EQ.ie 10:1.40 (EQ.1C 53:1.2D+1.0L+ 52:1.2D+1.0L+ 20:1.2D+1.6L( 20:1.2D+1.6L( Axial Fx (kip) 0.319 -0.319 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Shear Fy(kip) 2.981 -0.314 3,731 -3.736 -0.314 -0.314 -1 .462 -1.462 -0.314 -0.314 -0.449 -0.360 Fz (kip) 0.000 0.000 0.000 -0.000 0.399 -0.399 -0.000 -0.000 -0.399 0.399 -0.000 -0.000 Torsion MX (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Bending My (kip-ft) 0.000 -0.000 0.000 0.000 -0.501 0.501 0.000 0.000 0.501 -0.501 -0.000 0.000 Mz (kip-ft) 0.000 8.383 0.000 0.000 8.383 8.383 0.000 0.000 8.383 8.383 10.461 -6.420 MAX SHEAR =3.8 KIPS PROVIDE 2-3/4" A325 BOLTS SHEAR CAPACITY=31.8 KIPS Print Time/Date: 08/01/2010 15:36 STAAD.Pro for Windows 20.07.04.12 Page 38 Print Run 1 of 1 __», M, g& Job No ^MiMMMMJiggMH Software licensed to wwi TO Job Title LEGOLAND Client CALIFORNIA Ref By x> File 16 Sheet No Rev 16390 1 wer-2 ' Date7-OCT-09 Chd 390 Tower-2.std Date/Time Q8-Jan-2010 15:02 Beam End Force Summary wio BEAM AT PLATFORM The signs of the forces at end B of each beam have been reversed. For example: this means that the Mm Fx entry gives the largest tension value for an beam. Beam MaxFx 3108 MinFx 3108 Max Fy 3108 Min Fy 3108 Max Fz 3104 Min Fz 3100 Max MX 3106 Min MX 3106 Max My 3100 Min My 3100 MaxMz 3106 Min Mz 3106 Axial Shear Node L/C Fx Fy Fz (kip) (kip) (kip) 77 50:1.2D+1.0L+ 0.783 -4.936 0.000 72 50:1.2D+1.0L+ -0.783 4.936 0.000 72 20:1.2D+1.6L( 0.000 6.510 0.000 77 20:1.2D+1.6L( 0.000 -6.510 0.000 72 40:1.2D+1.6W 0.000 0.208 0.857 72 40:1.2D+1.6W 0.000 -0.208 -0.857 73 43:1.2D+1.6W 0.000 0.815 0.000 73 72:0.90+1 .6W 0.000 0.426 -0.000 72 41:1.2D+1.6W 0.000 -0.265 0.857 72 40:1.2D+1.6W 0.000 -0.208 -0.857 9201 40:1.2D+1.6W 0.000 -2.542 0.000 9201 71:0.9D+1.6W 0.000 1.611 0.000 MAX SHEAR =6.5 KIPS PROVIDE 2-3/4" A3 2 5 BOLTS MIN. SHEAR CAPACITY=31.8 KIPS Torsion Bending MX My Mz (kip-ft) (kip-ft) (kip'ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -0.937 -0.163 0.000 -0.937 -0.163 0.008 0.000 0.896 -0.008 0.000 0.283 0.000 0.937 0.150 0.000 -0.937 -0.163 0.000 -0.000 10.033 0.000 -0.000 -9.704 Print Time/Date: 08/01/2010 15:36 STAAD.Pro for Windows 20.07.04.12 Page 39 Print Run 1 of 1 Software licensed to wwi Job No 16390 Sheet No Rev partTower-2 Job Title LEGOLAND Ref By XY Dat67-OCT-09 Chd Client CALIFORNIA File 16390Tower-2.std Datemme Q8-Jan-2010 15:02 Beam End Force Summary ROOF BEAM W8X18 The signs of the forces at end B of each beam have been reversed. For example: this means that the Min Fx entry gives the largest tension value for an beam. Max Fx Min Fx Max Fy Min Fy MaxFz MinFz Max MX Min MX Max My Min My MaxMz Min Mz Beam 3202 3202 3201 3201 3201 3201 3200 3200 3201 3201 3201 3201 Node 9102 9102 9202 9402 9202 9202 9102 9102 9202 9202 9202 9402 L/C 40:1.2D+1.6W 71:0.9D+1.6W 43:1.2D+1.6W 42:1.2D+1.6W 50:1.20+1.01+ 85:0.90+1. OE( 40:1. 20+1. 6W 71:0.9D+1.6W 94:0.90+1 .OE( 59:1.2D+1.0L+ 43:1. 20+1 .6W 73:0.90+1 .6W Axial Fx (kip) 0.358 -0.281 0.037 0.037 0.072 0.044 0.042 0.032 -0.068 0.184 0.037 0.027 Shear Fy (kip) -1 .229 1.772 1.999 -1.991 0.657 0.187 0.290 0.237 -0.137 0.982 1.999 1.467 Fz (kip) -0.009 0.011 -0.004 0.008 0.160 -0.154 0.025 -0.022 -0.132 0.138 -0.004 -0.005 Torsion MX (kip-ft) 0.000 -0.000 0.000 -0.000 -0.000 0.000 0.000 -0.000 0.000 -0.000 0.000 0.000 Bending My (kip-ft) 0.051 -0.063 0.023 0.043 -0.319 0.289 -0.138 0.121 0.308 -0.338 0.023 -0.026 Mz (kip-ft) -7.546 8.288 9.698 9.656 0.838 0.245 0.302 0.331 -1.534 2.623 9.698 -9.040 FOR SHEAR MAX =2 KIPS 2-3/4" A325 BOTLS FOR BEAM TO COLUMN MOMENT CONNECTION LOAD COMBO-43 WIND LOAD CONTROL MAX MOMENT =9.7 KIP*FT PROVIDE 1/2" THK PL W/ 2-3/4" A325 BOLTS WELD TO COLUMN,BOLTED TO TOP AND BOTTOM FLANGE OF BEAM CONNECTION MOMENT CAPACITY = 31.8KIP*8"/12=21.2 KIP*FT OK! Print Time/Date: 08/01/2010 15:37 STAAD.Pro for Windows 20.07.04.12 Page 40 Print Run 1 of 1 REACTIONS AND LOADING TABLE Page 41 fm*,^^aijjtB§ Software licensed to wwi Job Title LEGOLAND Job No 16390 Sheet No Rev1 PartTower-2 Ref By XY Date7-OCT-09 Chd Client CALIFORNIA File 16390 Tower-2.std Date/Time o8-Jan-2010 15:02 Reactions Node 1 L/C 1:DEADLOAD 2:LIVE LOAD 3:WIND-X 4:WIND-Z 5:EQ-X 6:EQ-Z 7:EQ - DW 10:1.40 (EQ.1f 20:1.2D+1.6L( 30:1, 20+1 .6L+ 31:1,2D+1.6L+ 32:1, 20+1 .6L+ 33:1, 20+1. 6L+ 34:1, 20+1. 6L+ 35:1,2D+1.6L+ 36:1, 20+1 .6L+ 37:1,2D+1.6L+ 40:1.2D+1.6W 41:1.2D+1.6W 42:1.2D+1.6W 43:1. 20+1. 6W 44:1. 20+1 .6W 45:1.2D+1.6W 46:1. 20+1. 6W 47:1.2D+1.6W 50:1. 20+1. OL+ 51:1.2D+1.0L+ 52:1. 20+1. OL+ 53:1. 20+1. OL+ 54:1. 20+1. OL+ 55:1.2D+1.0L+ 56:1.2D+1.0L+ 57:1. 20+1 .OL+ 58:1.2D+1.0L+ 59:1. 20+1 .OL+ 60:1. 20+1 .OL+ 61:1.2D+1.0L+ 62:1.2D+1.0L+ 63:1.2D+1.0L+ 64:1.2D+1.0L+ 65:1.2D+1.0L+ 70:0.90+1 .6W 71:0.9D+1.6W 72:0.90+1 .6W Horizontal FX (kip) -0.032 -0.073 -0.810 0.019 -0.647 0.044 -0.006 -0.045 -0.155 -0.365 0.056 -0.150 -0.159 -0.313 -0.320 0.011 0.004 -1 .334 1.259 -0.009 -0.068 -0.988 -1.033 0.956 0.912 -0.764 0.531 -0.073 -0.160 -0.752 0.542 -0.062 -0.149 -0.569 -0.635 0.401 0.336 -0.558 -0.624 0.412 0.347 -1.324 1.268 0.001 Vertical FY (kip) 0.943 2.041 -0.116 -0.051 -0.077 -0.099 0.165 1.320 4.395 4.364 4.426 4.382 4.408 4.361 4.381 4.408 4.429 0.945 1.318 1.050 1.213 0.931 1.053 1.211 1.333 3.258 3.415 3.239 3.434 2.929 3.085 2.909 3.105 3.204 3.351 3.322 3.468 2.875 3.022 2.992 3.139 0.663 1.035 0.767 Horizontal FZ (kip) -0.145 -0.284 0.185 -0.337 0.122 -0.626 -0.025 -0.203 -0.630 -0.582 -0.678 -0.718 -0.542 -0.661 -0.526 -0.735 -0.600 0.121 -0.471 -0.714 0.366 -0.358 0.452 -0.801 0.008 -0.363 -0.607 -1.112 0.143 -0.312 -0.556 -1.061 0.193 -0.863 0.077 -1.046 -0.106 -0.813 0.128 -0.995 -0.055 0.165 -0.427 -0.670 Moment MX (kip'ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MY (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MZ (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Print Time/Date: 08/01/2010 15:40 STAAD.Pro for Windows 20.07.04.12 Page 42 Print Run 1 of 12 ^g£MMHHI^riiH Software licensed to wwi Job Title LEGOLAND Job No 16390 Sheet No Rev 2 PartTower-2 Ref By XY Dat£7-OCT-09 Chd Client CALIFORNIA File 16390 Tower-2.std Date/Time Q8-Jan-2010 15:02 Reactions Cont... Node 2 L/C 73:0.90+1 .6W 74:0.90+1 .6W 75:0.90+1 .6W 76:0.90+1 .6W 77:0.90+1. 6W 80:0.90+1 .OE( 81:0.9D+1.0E( 82:0.90+1 .OE( 83:0.90+1 .OE( 84:0.90+1. OE( 85:0.90+1 .OE( 86:0.90+1 .OE( 87:0.90+1 .OE( 88:0.90+1. OE( 89:0.90+1 .OE( 90:0.90+1 .OE( 91:0.9D+1.0E( 92:0.90+1 .OE( 93:0.90+1. OE( 94:0.90+1 .OE( 95:0.90+1 .OE( 1:DEADLOAD 2:LIVE LOAD 3:WIND-X 4:WIND-Z 5:EQ-X 6:EQ-Z 7:EQ - DW 10:1.4D(EQ.1( 20:1.2D+1.6L( 30:1, 20+1 .6L+ 31:1, 20+1 .6L+ 32:1, 20+1 .6L+ 33:1, 20+1. 6L+ 34:1, 20+1 .6L+ 35:1, 20+1 .6L+ 36:1, 20+1 .6L+ 37:1, 20+1 .6L+ 40:1. 20+1 .6W 41:1. 20+1. 6W 42:1. 20+1. 6W 43:1.2D+1.6W 44:1. 20+1 .6W 45:1. 20+1 .6W Horizontal FX (kip) -0.059 -0.978 -1.023 0.966 0.922 -0.682 0.613 0.009 -0.079 -0.670 0.624 0.021 -0.068 -0.487 -0.553 0.484 0.418 -0.475 -0.542 0.495 0.429 -0.065 -0.127 -0.821 0.028 -0.657 0.057 -0.011 -0.092 -0.282 -0.496 -0.069 -0.275 -0.289 -0.441 -0.452 -0.113 -0.123 -1.391 1.236 -0.035 -0.123 -1.030 -1.096 Vertical FY (kip) 0.931 0.648 0.771 0.927 1.050 0.936 1.091 0.915 1.112 0.607 0.761 0.585 0.783 0.882 1.030 0.998 1.146 0.552 0.700 0.668 0.816 0.935 2.026 -0.150 -0.044 -0.101 -0.086 0.163 1.309 4.361 4.322 4.399 4.349 4.372 4.322 4.340 4.382 4.399 0.883 1.362 1.051 1.192 0.890 0.995 Horizontal FZ (kip) 0.409 -0.314 0.496 -0.758 0.052 -0.034 -0.278 -0.782 0.471 0.017 -0.228 -0.732 0.521 -0.534 0.406 -0.717 0.222 -0.484 0.456 -0.667 0.273 -0.194 -0.379 0.166 -0.322 0.105 -0.603 -0.034 -0.271 -0.840 -0.797 -0.883 -0.924 -0.756 -0.871 -0.742 -0.938 -0.809 0.033 -0.499 -0.747 0.283 -0.420 0.353 Moment MX (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MY (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MZ (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Print Time/Date: 08/01/2010 15:40 STAAD.Pro for Windows 20.07.04.12 Page 43 Print Run 2 of 12 iK_n»MriBB Software licensed to wwi Job Title LEGOLAND Job No 16390 Sheet No Rev 3 partTower-2 Ref By XY Date7-OCT-09 Cnd Client CALIFORNIA File 16390 Tower-2.std Daten"ime 08-Jan-2010 15:02 Reactions Cont... Node 9100 L/C 46:1.2D+1.6W 47:1. 20+1. 6W 50:1.20+1.01+ 51:1.20+1.01+ 52:1.20+1.01+ 53:1.20+1.01+ 54:1.2D+1.0L+ 55:1.20+1.01+ 56:1.20+1.01+ 57:1.20+1.01+ 58:1.20+1.01+ 59:1. 20+1. OL+ 60:1.20+1.01+ 61:1.20+1.01+ 62:1.20+1.01+ 63:1.20+1.01+ 64:1.20+1.01+ 65:1.20+1.01+ 70:0.90+1. 6W 71:0.9D+1.6W 72:0.90+1. 6W 73:0.90+1. 6W 74:0.90+1. 6W 75:0.90+1. 6W 76:0.90+1 .6W 77:0.90+1 .6W 80:0.9D+1.0E( 81:0.9D+1.0E( 82:0.90+1 .OE( 83:0.90+1 .OE( 84:0.90+1 .OE( 85:0.90+1 .OE( 86:0.90+1 .OE( 87:0.90+1 .OE( 88:0.90+1 .OE( 89:0.90+1. OE( 90:0.90+1. OE( 91:0.9D+1.0E( 92:0.90+1. OE( 93:0.90+1 .OE( 94:0.90+1. OE( 95:0.90+1. OE( 1:DEADLOAD 2:LIVE LOAD Horizontal FX (kip) 0.940 0.874 -0.874 0.440 -0.161 -0.274 -0.851 0.463 -0.138 -0.251 -0.667 -0.752 0.318 0.233 -0.645 -0.730 0.341 0.256 -1.372 1.256 -0.015 -0.103 -1.011 -1.077 0.959 0.894 -0.727 0.587 -0.013 -0.128 -0.704 0.610 0.010 -0.105 -0.520 -0.606 0.465 0.380 -0.497 -0.583 0.488 0.403 0.547 0.867 Vertical FY (kip) 1.249 1.355 3.210 3.410 3.223 3.396 2.883 3.084 2.897 3.070 3.170 3.300 3.320 3.450 2.843 2.973 2.994 3.124 0.602 1.082 0.771 0.912 0.609 0.715 0.969 1.075 0.904 1.106 0.918 1.091 0.577 0.779 0.592 0.764 0.864 0.994 1.016 1.145 0.538 0.667 0.689 0.819 3.849 4.123 Horizontal FZ (kip) -0.818 -0.046 -0.541 -0.751 -1.250 -0.041 -0.473 -0.683 -1.182 0.026 -1.021 -0.114 -1.178 -0.271 -0.953 -0.046 -1.110 -0.204 0.091 -0.441 -0.689 0.341 -0.361 0.411 -0.760 0.012 -0.103 -0.314 -0.812 0.396 -0.035 -0.246 -0.744 0.463 -0.582 0.324 -0.740 0.166 -0.514 0.391 -0.672 0.233 0.217 0.261 Moment MX (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MY (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MZ (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Print Time/Date: 08/01/2010 15:40 STAAD.Pro for Windows 20.07.04.12 Page 44 Print Run 3 of 12 pp-^_-< P4»4,w__l;gpH| Software licensed to wwi Job Title LEGOLAND Job No 16390 Sheet No Rev 4 partTower-2 Ref By XY Dat€7-OCT-09 Chd Client CALIFORNIA File 16390 Tower-2.std Daten"ime 08-Jan-2010 15:02 Reactions Cont... Node L/C 3:WIND-X 4:WIND - Z 5:EQ-X 6:EQ-Z 7:EQ - DW 10:1.40 (EQ.K 20:1.2D-t-1.6L( 30:1, 20+1 .6L+ 31:1, 20+1 .6L+ 32:1,2D+1.6L+ 33:1,20+1.61+ 34:1,20+1.61+ 35:1,2D+1.6L+ 36:1, 20+1 .6L+ 37:1,20+1.61+ 40:1. 20+1 .6W 41:1. 20+1 .6W 42:1. 20+1. 6W 43:1. 20+1. 6W 44:1. 20+1 .6W 45:1. 20+1 .6W 46:1. 20+1 .6W 47:1.2D+1.6W 50:1.2D+1.0L+ 51:1.20+1.01+ 52:1.20+1.01+ 53:1. 20+1 .OL+ 54:1.20+1.01+ 55:1.2D+1.0L+ 56:1.20+1.01+ 57:1.20+1.01+ 58:1. 20+1 .OL+ 59:1.20+1.01+ 60:1.20+1.01+ 61:1.20+1.01+ 62:1.20+1.01+ 63:1.20+1.01+ 64:1.20+1.01+ 65:1. 20+1. OL+ 70:0.90+1. 6W 71:0.9D+1.6W 72:0.90+1 .6W 73:0.90+1 .6W 74:0.9D+1.6W Horizontal FX (kip) -4.128 -0.594 -3.700 -1.467 0.095 0.766 2.045 0.972 3.119 1.890 2.201 1.100 1.339 2.752 2.990 -5.955 7.247 -0.295 1.608 -5.018 -3.582 4.892 6.310 -2.083 5.317 0.149 3.089 -2.274 5.126 -0.041 2.898 -2.262 -0.052 3.292 5.493 -2.452 -0.243 3.102 5.302 -6.118 7.082 -0.459 1.443 -5,1« Vertical FY (kip) -10.966 -6.670 -8.695 -8.149 0.667 5.389 11.216 8.359 14.074 9.478 12.955 7.681 10.356 12.077 14.752 -12.942 22.177 -6.064 15.302 -16.561 -0.542 9.773 25.803 0.700 18.118 1.244 17.575 -0.633 16.782 -0.088 16.239 -3.247 9.001 9.817 22.066 -4.578 7.667 8.483 20.728 -14.093 21.019 -7.216 14.145 -17JI1' Horizontal FZ (kip) 0.032 -1.640 0.192 -1.757 0.038 0.304 0.677 0.686 0.668 0.251 1.103 0.356 1.011 0.342 0.997 0.313 0.207 -2.364 2.880 -1.672 2.269 -1.743 2.181 0.752 0.365 -1.197 2.311 0.676 0.290 -1.272 2.236 -0.615 2.020 -0.901 1.727 -0.690 1.945 -0.976 1.652 0.247 0.142 -2.429 2.814 -1.738 Moment MX (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MY (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MZ (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 FOR P91 TO P94 COL. BASE CONNECTION WIND LOAD CONTROL MAX TENSION=17.8KIP CSHEAR 5 2 KIPS REQ'D TENSION STREN -17. 8+5. 2/0. 5-28. 2K PROVIDE 4-l"-13A.B. 16-1.25 BASEPL -13 5TH CPS Print Time/Date: 08/01/2010 15:40 STAAD.Pro for Windows 20.07.04.12 Page 45 Print Run 4 of 12 lami, minimi Software licensed to wwi Job Title LEGOLAND Job No 16390 Sheet No Rev 5 PartTower-2 Ref By XY Dat€7-OCT-09 Chd Client CALIFORNIA File 16390 Tower-2.std Datemme Q8-Jan-2010 15:02 Reactions Cont... Node 9200 L/C 75:0.90+1 .6W 76:0.90+1. 6W 77:0.90+1. 6W 80:0.90+1. OE( 81:0.9D+1.0E( 82:0.90+1 .OE( 83:0.90+1. OE( 84:0.90+1 .OE( 85:0.90+1 .OE( 86:0.90+1 .OE( 87:0.90+1 .OE( 88:0.90+1 .OE( 89:0.90+1 .OE( 90:0.90+1 .OE( 91:0.9D+1.0E( 92:0.90+1 .OE( 93:0.90+1 .OE( 94:0.90+1 .OE( 95:0.90+1 .OE( 1:DEADLOAD 2:LIVE LOAD 3:WIND-X 4:WIND - Z 5:EQ-X 6:EQ-Z 7:EQ - DW 10:1.40 (EQ.K 20:1. 20+1 .6L( 30:1, 20+1 .6L+ 31:1, 20+1 .6L+ 32:1, 20+1 .6L+ 33:1, 20+1 .6L+ 34:1, 20+1 .6L+ 35:1, 20+1. 6L+ 36:1, 20+1 .6L+ 37:1, 20+1 .6L+ 40:1. 20+1 .6W 41:1. 20+1 .6W 42:1. 20+1 .6W 43:1. 20+1 .6W 44:1. 20+1 .6W 45:1. 20+1 .6W 46:1. 20+1. 6W 47:1. 20+1. 6W Horizontal FX (kip) -3.746 4.728 6.145 -3.113 4.283 -0.881 2.055 -3.303 4.092 -1.071 1.864 -3.291 -1.085 2.260 4.458 -3.481 -1.275 2.070 4.267 0.005 0.158 -3.745 -0.564 -3.523 -1.436 0.001 0.007 0.261 -0.714 1.237 0.114 0.408 -0.603 -0.376 0.899 1.125 -5.984 6.014 -0.897 0.910 -5.168 -3.807 3.836 5.185 Vertical FY (kip) -1.696 8.617 24.644 -4.570 12.831 -4.024 12.287 -5.902 11.495 -5.356 10.951 -8.511 3.722 4.540 16.773 -9.842 2.388 3.206 15.436 5.022 6.019 9.573 -6.512 7.832 -7.767 0.870 7.031 15.658 18.152 13.165 13.961 17.355 16.271 18.882 12.435 15.045 21.357 -9.298 -4.402 16.454 9.699 25.348 -13.285 2.350 Horizontal FZ (kip) 2.203 -1 .808 2.116 0.425 0.041 -1 .523 1.986 0.350 -0.034 -1 .599 1.911 -0.941 1.694 -1.227 1.402 -1.017 1.619 -1 .302 1.327 0.846 1.386 -0.594 -2.695 -0.541 -4.510 0.147 1.185 3.235 3.080 3.391 2.534 3.936 2.577 3.655 2.816 3.894 0.064 1.970 -3.299 5.321 -2.930 3.528 -1.507 4.964 Moment MX (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MY (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MZ (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Print Time/Date: 08/01/2010 15:40 STAAD.Pro for Windows 20.07.04.12 Page 46 Print Run 5 of 12 «__<••• Software licensed to wwi Job Title LEGOLAND Job No 16390 Sheet No Rev 6 PartTower-2 Ref By XY Date7-OCT-09 Chd Client CALIFORNIA File 16390 Tower-2.std Date/Time oa-Jan-2010 15:02 Reactions Cont... Node 9300 L/C 50:1. 20+1. OL+ 51:1.20+1.01+ 52:1.2D+1.0L+ 53:1.2D+1.0L+ 54:1.2D+1.0L+ 55:1. 20+1 .OL+ 56:1. 20+1 .OL+ 57:1.2D+1.0L+ 58:1. 20+1. OL+ 59:1.2D+1.0L+ 60:1. 20+1 .OL+ 61:1.2D+1.0L+ 62:1.2D+1.0L+ 63:1.2D+1.0L+ 64:1.2D+1.0L+ 65:1. 20+1. OL+ 70:0.90+1. 6W 71:0,9D+1.6W 72:0,90+1 .6W 73:0,90+1 .6W 74:0,90+1. 6W 75:0,90+1. 6W 76:0,90+1 .6W 77:0,90+1 .6W 80:0,90+1 .OE( 81:0,9D+1.0E( 82:0,90+1. OE( 83:0.90+1 .OE( 84:0.90+1 .OE( 85:0.90+1. OE( 86:0.90+1. OE( 87:0.90+1. OE( 88:0.90+1 .OE( 89:0.90+1 .OE( 90:0.90+1 .OE( 91:0.9D+1.0E( 92:0.90+1 .OE( 93:0.90+1 .OE( 94:0.90+1. OE( 95:0.90+1. OE( 1:DEADLOAD 2:LIVE LOAD 3:WIND-X 4:WIND-Z Horizontal FX (kip) -3.359 3.697 -1 .274 1.607 -3.361 3.695 -1.275 1.604 -3.559 -1.397 1.735 3.894 -3.561 -1.400 1.733 3.891 -5.985 6.012 -0.898 0.908 -5.169 -3.809 3.835 5.183 -3.518 3.535 -1.432 1.444 -3.520 3.532 -1.433 1.441 -3.716 -1.558 1.574 3.730 -3.718 -1.561 1.573 3.727 0.096 0.060 -3.188 0.511 Vertical FY (kip) 20.760 5.075 5.135 20.697 19.018 3.335 3.396 18.954 12.963 24.635 1.199 12.870 11.222 22.891 -0.539 11.129 19.847 -10.802 -5.906 14.945 8.192 23.838 -14.788 0.844 13.227 -2.445 -2.383 13.162 11.485 -4.184 -4.121 11.420 5.438 17.097 -6.316 5.343 3.698 15.354 -8.054 3.602 3.636 3.796 -9.026 6.483 Horizontal FZ (kip) 2.007 3.093 -1.964 7.055 1.713 2.798 -2.258 6.761 -1.241 5.521 -0.429 6.338 -1.535 5.227 -0.723 6.043 -0.189 1.716 -3.553 5.066 -3.184 3.275 -1.761 4.709 0.367 1.450 -3.603 5.412 0.074 1.156 -3.896 5.118 -2.879 3.880 -2.069 4.694 -3.173 3.586 -2.363 4.400 -0.554 -0.884 0.047 -1.653 Moment MX (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MY (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MZ (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Print Time/Date: 08/01/2010 15:40 STAAD.Pro for Windows 20.07.04.12 Page 47 Print Run 6 of 12 Wrf^A '**\My...^.^^^^ Software licensed to wwi Job Title LEGOLAND Job No 16390 Sheet No Rev 7 PartTower-2 Ref By XY Dat£7-OCT-09 Chd Client CALIFORNIA File 16390 Tower-2.std Date/Time 08-Jan-2010 15:02 Reactions Cont... Node L/C 5:EQ-X 6:EQ-Z 7:EQ - DW 10:1.40 (EQ.K 20:1. 20+1. 6L( 30:1,20+1.61+ 31:1, 20+1. 6L+ 32:1,20+1.61+ 33:1,20+1.61+ 34:1,20+1.61+ 35:1,20+1.61+ 36:1,20+1.61+ 37:1,20+1.61+ 40:1. 20+1. 6W 41:1. 20+1. 6W 42:1. 20+1. 6W 43:1. 20+1. 6W 44:1. 20+1. 6W 45:1. 20+1 .6W 46:1. 20+1 .6W 47:1.2D+1.6W 50:1.20+1.01+ 51:1.20+1.01+ 52:1.2D+1.0L+ 53:1.20+1.01+ 54:1.20+1.01+ 55:1.2D+1.0L+ 56:1.20+1.01+ 57:1.20+1.01+ 58:1.20+1.01+ 59:1. 20+1 .OL+ 60:1.2D+1.0L+ 61:1.20+1.01+ 62:1.20+1.01+ 63:1.20+1.01+ 64:1. 20+1. OL+ 65:1.20+1.01+ 70:0.90+1. 6W 71:0.9D+1.6W 72:0.90+1. 6W 73:0.90+1. 6W 74:0.90+1. 6W 75:0.90+1 .6W 76:0.90+1. 6W Horizontal FX (kip) -2.808 1.312 0.017 0.134 0.209 -0.620 1.037 0.342 0.075 -0.326 -0.531 0.948 0.743 -4.990 5.203 0.933 -0.703 -3.094 -4.330 4.542 3.323 -2.618 2.995 1.506 -1.125 -2.651 2.962 1.473 -1.158 -0.927 -2.904 3.279 1.309 -0.960 -2.937 3.246 1.276 -5.018 5.174 0.904 -0.731 -3.123 -4.358 4.513 Vertical FY (kip) -7.603 7.799 0.630 5.091 10.436 8.085 12.787 12.126 8.747 9.927 7.328 13.545 10.945 -10.090 18.811 14.746 -6.018 1.307 -14.259 22.991 7.409 1.175 16.402 16.602 0.977 -0.083 15.141 15.341 -0.281 8.937 -2.780 20.359 8.639 7.678 -4.037 19.097 7.380 -11.178 17.717 13.653 -7.107 0.216 -15.346 21.896 Horizontal FZ (kip) 0.197 -1.754 -0.096 -0.776 -2.082 -2.069 -2.095 -2.512 -1 .652 -2.403 -1.741 -2.422 -1.761 -0.590 -0.742 -3.308 1.983 -2.595 1.381 -2.702 1.260 -1 .448 -1 .846 -3.400 0.109 -1.256 -1.653 -3.207 0.303 -2.814 -0.180 -3.110 -0.480 -2.621 0.013 -2.917 -0.287 -0.424 -0.576 -3.142 2.150 -2.429 1.547 -2.536 Moment MX (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MY (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MZ (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Print Time/Date: 08/01/2010 15:40 STAAD.Pro for Windows 20.07.04.12 Page 48 Print Run 7 of 12 F ^j^^^^^^l^tjSMP^ .^^1*k-_wiM|lfMi Software licensed to wwi Job Title LEGOLAND Job No 16390 Sheet No Rev 8 partTower-2 Ref By XY Date7-OCT-09 Cnd Client CALIFORNIA File 16390 Tower-2.std Date/Time Q8-Jan-2010 15:02 Reactions Cont... Node 9400 uc 77:0.90+1. 6W 80:0.90+1 .OE( 81:0.9D+1.0E( 82:0.90+1. OE( 83:0.90+1 .OE( 84:0.90+1 .OE( 85:0.90+1. OE( 86:0.90+1 .OE( 87:0.90+1 .OE( 88:0.90+1 .OE( 89:0.90+1 .OE( 90:0.90+1 .OE( 91:0.9D+1.0E( 92:0.90+1 .OE( 93:0.90+1 .OE( 94:0.90+1. OE( 95:0.90+1. OE( 1: DEAD LOAD 2:LIVE LOAD 3:WIND-X 4:WIND-Z 5:EQ-X 6:EQ-Z 7:EQ - DW 10:1.40 (EQ.K 20:1. 20+1 .6L( 30:1, 20+1 .6L+ 31:1, 20+1 .6L+ 32:1, 20+1. 6L+ 33:1, 20+1. 6L+ 34:1, 20+1 .6L+ 35:1,2D+1.6L+ 36:1,2D+1.6L+ 37:1, 20+1. 6L+ 40:1.2D+1.6W 41:1.2D+1.6W 42:1.2D+1.6W 43:1. 20+1. 6W 44:1.2D+1.6W 45:1.2D+1.6W 46:1.2D+1.6W 47:1.2D+1.6W 50:1.2D+1.0L+ 51:1.2D+1.0L+ Horizontal FX (kip) 3.294 -2.705 2.907 1.416 -1.210 -2.739 2.874 1.383 -1.243 -1.016 -2.990 3.190 1.223 -1 .050 -3.022 3.156 1.190 -0.539 -0.815 -3.167 0.494 -2.804 1.306 -0.094 -0.755 -1.954 -2.778 -1.130 -1.825 -2.083 -2.488 -2.687 -1.221 -1.419 -5.712 4.431 0.145 -1.439 -3.850 -5.044 3.751 2.570 -4.361 1.250 Vertical FY (kip) 6.318 -3.706 11.509 11.707 -3.901 -4.964 10.248 10.446 -5.159 4.049 -7.656 15.461 3.754 2.790 -8.913 14.199 2.495 3.807 4.006 10.419 6.699 8.466 8.117 0.659 5.330 10.977 13.692 8.263 12.724 9.231 14.409 11.722 10.232 7.546 21.253 -12.112 15.297 -6.161 25.133 9.030 0.100 -15.985 17.714 0.753 Horizontal FZ (kip) 1.426 -0.398 -0.793 -2.349 1.161 -0.205 -0.601 -2.156 1.354 -1 .764 0.871 -2.058 0.572 -1.571 1.064 -1.865 0.765 -0.181 -0.221 -0.619 -2.692 -0.551 -4.503 -0.031 -0.253 -0.568 -0.730 -0.405 -1.269 0.134 -1.232 -0.153 -0.983 0.097 -1.209 0.779 -4.525 4.100 -4.189 2.270 -2.707 3.771 -1.022 0.087 Moment MX (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MY (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MZ (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Print Time/Date: 08/01/2010 15:40 STAAD.Pro for Windows 20.07.04.12 Page 49 Print Run 8 of 12 5aftRMMMmffidtifll Software licensed to wwt Job Title LEGOLAND Job No 16390 Sheet No Rev 9 PartTower-2 Ref By XY Date7-OCT-09 Cnd Client CALIFORNIA File 16390 Tower-2.std Date/Time o8-Jan-2010 15:02 Reactions Cont... Node 9500 L/C 52:1. 20+1. OL+ 53:1. 20+1. OL+ 54:1.20+1.01+ 55:1.20+1.01+ 56:1.20+1.01+ 57:1. 20+1 .OL+ 58:1.20+1.01+ 59:1.20+1.01+ 60:1.20+1.01+ 61:1.20+1.01+ 62:1.20+1.01+ 63:1.20+1.01+ 64:1. 20+1. OL+ 65:1.20+1.01+ 70:0.90+1 .6W 71:0.9D+1.6W 72:0.90+1 .6W 73:0.90+1 .6W 74:0.90+1 .6W 75:0.90+1 .6W 76:0.90+1 .6W 77:0.90+1 .6W 80:0.90+1 .OE( 81:0.9D+1.0E( 82:0.90+1 .OE( 83:0.90+1 .OE( 84:0.90+1. OE( 85:0.90+1. OE( 86:0.90+1. OE( 87:0.90+1. OE( 88:0.90+1. OE( 89:0.90+1. OE( 90:0.90+1. OE( 91:0.9D+1.0E( 92:0.90+1 .OE( 93:0.90+1 .OE( 94:0.90+1 .OE( 95:0.90+1 .OE( 1:DEADLOAD 2:LIVE LOAD 3:WIND-X 4:WIND-Z 5:EQ - X 6:EQ-Z Horizontal FX (kip) -0.249 -2.865 -4.173 1.438 -0.061 -2.677 -2.678 -4.642 1.529 -0.432 -2.491 -4.454 1.716 -0.244 -5.550 4.593 0.306 -1.277 -3.688 -4.882 3.913 2.732 -3.383 2.229 0.728 -1.885 -3.196 2.416 0.915 -1.697 -1.702 -3.663 2.505 0.548 -1.514 -3.475 2.693 0.735 -0.024 -0.098 -0.669 -0.023 -0.776 -0.079 Vertical FY (kip) 17.367 1.099 16.394 -0.563 16.047 -0.217 21.695 9.493 8.973 -3.227 20.373 8.175 7.655 -4.542 20.107 -13.251 14.152 -7.300 23.986 7.887 -1 .042 -17.122 12.558 -4.385 12.209 -4.038 11.237 -5.702 10.889 -5.355 16.533 4.346 3.824 -8.360 15.211 3.028 2.506 -9.676 4.995 6.666 0.743 0.193 0.501 0.394 Horizontal FZ (kip) -4.978 4.051 -0.959 0.149 -4.915 4.112 -4.265 2.503 -3.437 3.338 -4.202 2.565 -3.375 3.399 -1.155 0.833 -4.470 4.153 -4.134 2.325 -2.652 3.825 -0.746 0.359 -4.700 4.319 -0.684 0.421 -4.636 4.381 -3.986 2.774 -3.161 3.607 -3.923 2.836 -3.098 3.668 0.233 0.525 0.002 -0.640 -0.036 -1.181 Moment MX (kip'ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 2.142 4.356 -1 .446 -7.561 -1.670 -13.825 MY (kip'ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -0.333 -0.595 0.427 0.717 0.490 1.828 MZ (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -0.081 0.107 7.661 0.518 7.329 1.398 Print Time/Date: 08/01/2010 15:40 STAAD.Pro for Windows 20.07.04.12 Page 50 Print Run 9 of 12 p**~ "* !Mwi««»M4|B Software licensed to wwi Job Title LEGOLAND Job No 16390 Sheet No 10 partTower-2 Ref By XY Dat£7-OCT-09 Chd Rev Client CALIFORNIA File 16390 Tower-2.std Date/Time o8-Jan-2010 15:02 Reactions Cont... Node L/C 7:EQ - DW 10:1.40 (EQ.16 20:1.2D+1.6L( 30:1, 20+1 .6L+ 31:1,2D+1.6L+ 32:1, 20+1. 6L+ 33:1,2D+1.6L+ 34:1, 20+1 .6L+ 35:1,20+1.61+ 36:1,20+1.61+ 37:1,20+1.61+ 40:1.2D+1.6W 41:1.2D+1.6W 42:1. 20+1 .6W 43:1. 20+1 .6W 44:1.2D+1.6W 45:1.2D+1.6W 46:1. 20+1 .6W 47:1. 20+1 .6W 50:1. 20+1 .OL+ 51:1.20+1.01+ 52:1.20+1.01+ 53:1. 20+1 .OL+ 54:1. 20+1 .OL+ 55:1.20+1.01+ 56:1. 20+1 .OL+ 57:1.2D+1.0L+ 58:1.20+1.01+ 59:1.20+1.01+ 60:1. 20+1. OL+ 61:1.20+1.01+ 62:1.2D+1.0L+ 63:1.2D+1.0L+ 64:1.2D+1.0L+ 65:1.2D+1.0L+ 70:0.90+1. 6W 71:0.9D+1.6W 72:0.90+1 .6W 73:0.90+1 .6W 74:0.90+1 .6W 75:0.90+1. 6W 76:0.90+1. 6W 77:0.90+1 .6W 80:0.90+1 .OE( Horizontal FX (kip) -0.004 -0.034 -0.189 -0.362 -0.016 -0.195 -0.183 -0.326 -0.317 -0.060 -0.051 -1.098 1.040 -0.066 0.007 -0.858 -0.804 0.745 0.800 -0.905 0.640 -0.212 -0.054 -0.897 0.649 -0.203 -0.045 -0.771 -0.654 0.387 0.505 -0.763 -0.645 0.397 0.515 -1.091 1.048 -0.058 0.014 -0.851 -0.797 0.753 0.808 -0.801 Vertical FY (kip) 0.864 6.994 16.670 16.863 16.477 16.721 16.619 16.857 16.779 16.560 16.482 7.183 4.807 6.305 5.684 7.118 6.654 5.337 4.870 14.031 13.029 13.927 13.133 12.301 11.299 12.196 11.403 14.203 13.608 13.452 12.856 12.473 11.878 11.722 11.126 5.685 3.308 4.806 4.186 5.619 5.155 3.838 3.372 5.861 Horizontal FZ (kip) 0.041 0.327 1.122 1.123 1.122 0.957 1.288 0.995 1.250 0.995 1.249 0.284 0.277 -0.742 1.302 -0.483 1.049 -0.489 1.044 0.811 0.883 -0.329 2.023 0.729 0.801 -0.411 1.942 -0.062 1.701 -0.008 1.756 -0.144 1.620 -0.090 1.675 0.214 0.207 -0.812 1.232 -0.554 0.979 -0.559 0.975 0.215 Moment MX (kip-ft) 0.373 3.000 9.574 9.192 9.956 7.602 11.546 7.763 10.797 8.351 11.385 0.248 4.901 -9.540 14.680 -8.255 9.911 -4.766 13.400 5.633 9.002 -6.541 21.173 4.883 8.249 -7.288 20.417 -4.339 16.446 -1.812 18.973 -5.087 15.692 -2.562 18.217 -0.393 4.255 -10.180 14.034 -8.894 9.267 -5.408 12.752 0.626 MY (kip-ft) -0.058 -0.467 -1.355 -1.243 -1.467 -1.167 -1 .542 -1.125 -1.413 -1.297 -1.585 0.285 -1.086 0.749 -1.549 0.975 -0.748 -0.053 -1.776 -0.562 -1.547 0.779 -2.888 -0.446 -1.430 0.895 -2.770 0.690 -2.060 -0.049 -2.799 0.806 -1.943 0.068 -2.682 0.384 -0.986 0.849 -1.448 1.075 -0.648 0.048 -1.675 0.133 MZ (kip-ft) -0.014 -0.113 0.082 2.077 -1.913 0.218 -0.053 1.721 1.513 -1.348 -1 .557 12.168 -12J59 0.733 -0.927 9.724 8.478 -8.672 -9.916 7.338 -7.337 1.404 -1.404 7.364 -7.310 1.430 -1.377 6.557 4.451 -4.451 -6.556 6.582 4.477 -4.424 -6.528 12.190 -12.333 0.757 -0.903 9.747 8.501 -8.647 -9.891 7.246 FOR P95 COL. BASE CONNECT 1C WIND LOAD CON: MAX MOMENT- 12 PROVIDE 81"^ 23-1.25" BASE] MOMENT CAPACIr -86KIP*FT OK! }N. CROL 4KIPS* 20 A.B. ?L ry FT Print Time/Date: 08/01/2010 15:40 STAAD.Pro for Windows 20.07.04.12 Page 51 Print Run 10 of 12 MamHniMriMJI Software licensed to wwi Job Title LEGOLAND Job No 16390 Sheet No Rev 11 partTower-2 Ref By XY Date7-OCT-09 Chd Client CALIFORNIA Rle 16390 Tower-2.std Date/Time Q8-Jari-2010 15:02 Reactions Cont... Node 9600 L/C 81:0.9D+1.0E( 82:0.90+1 .OE( 83:0.90+1 .OE( 84:0.90+1. OE( 85:0.90+1. OE( 86:0.90+1. OE( 87:0.90+1. OE( 88:0.90+1. OE( 89:0.90+1. OE( 90:0.90+1. OE( 91:0.9D+1.0E( 92:0.90+1. OE( 93:0.90+1. OE( 94:0.90+1. OE( 95:0.90+1. OE( 1:DEAD LOAD 2:LIVE LOAD 3:WIND-X 4:WIND-Z 5:EQ-X 6:EQ-Z 7:EQ-DW 10:1.40 (EQ.1f 20:1. 20+1. 6L( 30:1, 20+1. 6L+ 31:1, 20+1. 6L+ 32:1,2D+1.6L+ 33:1, 20+1 .6L+ 34:1, 20+1. 6L+ 35:1, 20+1. 6L+ 36:1, 20+1. 6L+ 37:1, 20+1. 6L+ 40:1. 20+1. 6W 41:1. 20+1. 6W 42:1. 20+1. 6W 43:1. 20+1 .6W 44:1. 20+1. 6W 45:1. 20+1 .6W 46:1. 20+1. 6W 47:1. 20+1. 6W 50:1. 20+1 .OL+ 51:1. 20+1 .OL+ 52:1. 20+1 .OL+ 53:1. 20+1. OL+ Horizontal FX (kip) 0.748 -0.105 0.053 -0.792 0.757 -0.097 0.061 -0.666 -0.548 0.495 0.614 -0.658 -0.540 0.504 0.623 0.013 0.028 -4.426 0.129 -3.681 0.263 0.002 0.018 0.064 -1 .086 1.214 0.098 0.030 -0.794 -0.847 0.975 0.922 -7.064 7.098 0.223 -0.192 -5.139 -5.450 5.482 5.171 -3.630 3.727 0.313 -0.218 Vertical FY (kip) 4.859 5.755 4.965 4.133 3.131 4.026 3.237 6.032 5.440 5.281 4.688 4.303 3.712 3.552 2.959 4.516 7.683 -0.477 -0.098 -0.323 -0.208 0.784 6.323 17.709 17.585 17.833 17.683 17.735 17.593 17.634 17.784 17.824 4.656 6.180 5.261 5.577 4.729 4.965 5.871 6.109 13.561 14.207 13.672 14.097 Horizontal FZ (kip) 0.287 -0.928 1.430 0.133 0.205 -1.010 1.349 -0.660 1.108 -0.607 1.162 -0.742 1.027 -0.689 1.081 -0.222 -0.404 0.781 -1.962 0.511 -3.662 -0.039 -0.311 -0.914 -0.710 -1.119 -1.423 -0.405 -1.149 -0.365 -1.463 -0.680 0.985 -1.521 -3.404 2.871 -1.681 3.026 -3.560 1.145 -0.195 -1.225 -4.366 2.945 Moment MX (kip-ft) 3.977 -11.536 16.136 -0.119 3.229 -12.279 15.385 -9.333 11.421 -6.820 13.934 -10.076 10.673 -7.565 13.184 -1.327 -2.407 5.164 -14.869 3.230 -27.661 -0.230 -1.859 -5.473 -4.111 -6.836 -9.356 -1.591 -7.412 -1.439 -9.508 -3.535 6.697 -9.905 -25.414 22.229 -13.238 22.492 -25.692 10.043 -0.974 -7.521 -31.996 23.507 MY (kip-ft) -0.849 1.472 -2.187 0.249 -0.733 1.587 -2.071 1.382 -1.362 0.646 -2.098 1.498 -1.246 0.762 -1.982 1.178 2.206 -4.904 0.982 -3.869 2.002 0.205 1.650 4.950 3.667 6.234 5.207 4.693 4.161 3.766 6.135 5.740 -6.446 9.278 2.988 -0.160 -3.301 -5.661 8.493 6.131 -0.059 7.717 5.840 1.818 MZ (kip-ft) -7.419 1.313 -1 .487 7.273 -7.390 1.340 -1 .459 6.463 4.363 -4.536 -6.636 6.489 4.390 -4.508 -6.607 0.652 1.164 32.832 -0.630 26.856 -1 .286 0.114 0.913 2.632 11.216 -5.952 2.464 2.800 9.106 9.364 -4.100 -3.842 53.388 -51.866 -0.232 1.798 39.479 41.004 -39.459 -37.940 29.019 -24.921 0.743 3.365 FOR P96 COL. BASE CONNECTION. WIND LOAD CONTROL MAX MOMENT=54KIPS*F1: PROVIDE 8-1" --17 A.B. 20-1.25" BASEPL MOMENT CAPACITY =72KIP*FT OK! Print Time/Date: 08/01/2010 15:40 STAAD.Pro for Windows 20.07.04.12 Page 52 Print Run 11 of 12 f§3 VtaamnflBB Software licensed to wwi Job Title LEGOLAND Job No 16390 Sheet No Rev 12 RartTower-2 Ref By XY Dat£7-OCT-09 Chd Client CALIFORNIA File 16390 Tower-2.std Date/Time o8-Jan-2010 15:02 Reactions Cont... Node L/C 54:1. 20+1. OL+ 55:1.20+1.01+ 56:1.2D+1.0L+ 57:1.2D+1.0L+ 58:1.2D+1.0L+ 59:1.2D+1.0L+ 60:1.2D+1.0L+ 61:1.20+1.01+ 62:1.2D+1.0L+ 63:1.2D+1.0L+ 64:1.2D+1.0L+ 65:1.2D+1.0L+ 70:0.90+1 .6W 71:0.9D+1.6W 72:0.90+1 .6W 73:0.90+1 .6W 74:0.90+1. 6W 75:0.90+1. 6W 76:0.90+1 .6W 77:0.90+1 .6W 80:0.90+1 .OE( 81:0.9D+1.0E( 82:0.90+1 .OE( 83:0.90+1 .OE( 84:0.90+1 .OE( 85:0.90+1 .OE( 86:0.90+1 .OE( 87:0.90+1. OE( 88:0.90+1 .OE( 89:0.90+1 .OE( 90:0.90+1 .OE( 91:0.9D+1.0E( 92:0.90+1. OE( 93:0.90+1 .OE( 94:0.90+1 .OE( 95:0.90+1 .OE( Horizontal FX (kip) -3.636 3.722 0.308 -0.223 -2.512 -2.910 3.006 2.608 -2.517 -2.915 3.001 2.603 -7.068 7.094 0.219 -0.196 -5.143 -5.454 5.479 5.168 -3.666 3.695 0.278 -0.250 -3.671 3.690 0.273 -0.254 -2.548 -2.944 2.972 2.576 -2.553 -2.949 2.967 2.572 Vertical FY (kip) 11.994 12.640 12.105 12.530 13.483 13.801 13.967 14.286 11.916 12.234 12.400 12.719 3.301 4.825 3.907 4.222 3.375 3.610 4.517 4.754 4.525 5.171 4.639 5.058 2.958 3.604 3.072 3.490 4.449 4.763 4.933 5.248 2.882 3.195 3.366 3.680 Horizontal FZ (kip) -0.118 -1.147 -4.289 3.023 -3.066 2.418 -3.838 1.645 -2.989 2.495 -3.761 1.723 1.051 -1.454 -3.338 2.938 -1.616 3.092 -3.493 1.213 0.273 -0.752 -3.899 3.421 0.350 -0.674 -3.822 3.499 -2.600 2.890 -3.368 2.121 -2.523 2.968 -3.291 2.199 Moment MX (kip-ft) -0.513 -7.050 -31 .520 23.963 -22.604 19.022 -27.515 14.113 -22.134 19.477 -27.039 14.575 7.088 -9.498 -25.008 22.620 -12.840 22.879 -25.281 10.442 1.818 -4.673 -29.117 26.268 2.276 -4.207 -28.645 26.720 -19.761 21.777 -24.630 16.910 -19.295 22.228 -24.157 17.367 MY (kip-ft) -0.468 7.304 5.428 1.408 2.421 -0.595 8.253 5.237 2.011 -1.004 7.840 4.825 -6.796 8.921 2.634 -0.513 -3.652 -6.012 8.136 5.775 -2.610 5.141 3.270 -0.739 -3.018 4.729 2.859 -1.148 -0.137 -3.144 5.676 2.669 -0.547 -3.552 5.264 2.258 MZ (kip-ft) 28.782 -25.134 0.521 3.138 21.295 23.263 -19.158 -17.194 21.063 23.028 -19.372 -17.412 53.172 -52.041 -0.426 1.601 39.269 40.792 -39.638 -38.121 27.594 -26.201 -0.593 1.995 27.355 -26.416 -0.817 1.766 19.900 21 .843 -20.444 -18.506 19.666 21.606 -20.659 -18.725 Print Time/Date: 08/01/2010 15:40 STAAD.Pro for Windows 20.07.04.12 Page 53 Print Run 12 of 12 go(M oen PO a:O Q Z O co £ Q< O O oU H n 1 LLJ ^< 3uX oe<LU 9ao?§ o1 UJ 13 Q 1 O y o- 1! I i %> ! S^ >"" _ £ •o. 5> ^"(COLUMN4± ^ m Q. '^ inQ. •2 4± ^: won ^ 10Q. 2 « ^ 10Q. ^ 1/1n i<£ 4±ik i/> Q. v: inn '*: od o LO LO «-i rHi + O d 0 LO 0 ^t-l 1 + O 0 o LO^- od o o LO <HenCL. o d LO ID 00 rvitH "+" o d 0LO 0 rsirHi + O 0 ID 0r-» od o 0 10 CMeno. o d 0 *r odrHi "+" od oLO q<-i T-l "+" oo o LO ^~ 0d o o LO no £ o d (N ib q T-i T-( > Od o LD o rr> rH "+" Oo o LT) ^~ 0d o o LO «*enCL o dm q rvi q (N "+" o dCO o CM q r-ii "+" O VO o o co LO rvi o O UD LOend. o rri(V) q LO LO i-i ^ O 00PO LO LO LO d "+" o <3- o (N 00 (N (N O iH LO u>enCL. cu00 01 o T3 c -2 S^ 4_j Uo re ^ ro «J S « •5 -g c S 2O ro do cotscu ro _c in 'xra c S CD O)nO. c oQ. T3 O MM I • * •" o 01 re -a01 O)*-J 'Co 2U aiIO QJCU CU "O o +, S -D ? i '£ 2= 0)0-= T3 +-O C " u 3 I re ru (U S .E ^ > .2:= <« QO Q. T,- 2re S i_ re re CU in 2 ro = cO .S2 is n Q. re ^; •2 CU O^ ll Ow re —eu in cu eu > -in 00— C °^ w +j C8 § = ,_, — M tto 01 ^i -—• -—• re -c cu£-o='-!^xo>r-^<fMr\l<XO 5 a; ro i5 I »~°S1 < cr£ i U THE END Page 55 P16390 Legoland Carlsbad, California Tower-2 Calculation (Rev-O, Oct, 2009) Description Page 1. Design criteria and loading information 1-6 2. Tower-2 analysis and design 7-31 3. Displacement check 32-35 4. Member end force and connection design 36-40 5. Reactions and loading table 41-55 !?l WHITE WATER Corporate Head Office Whitewater West Industries lid. • 6700 McMillan Way • Richmond - B.C. • Canada • V6W )J7 Tel (604) 273-1068- Fax [604] 2734518- e-mail: whitewater®wriit»wo»«fv«5i.eom 16390 LEGOLAND TOWER-2 DESIGN CRITERIA 1 CODE DESIGN LOADING a DEAD LOAD b LIVE LOAD c WIND LOAD CBC2007, AISC LRFD-05, ASCE-7-05 GUARDRAIL & THEME EACH SIDE 4" THK CONCR ON DECK ROOF 4'-6" WIDTH STAIR WITH 1.5" CONG PAD SLIDE SLIDE C SLIDE D PLATFORM / LANDING/ STAIR SLIDE C SLIDE D Roof live load 50 ppf 42 psf 10 psf 200 ppf 180 Ibs 180 Ibs 100 psf SLIDE (85mph, Basic wind pressure = 26psf) P95-1 6" STD PIPE COLUMN P96-1 2" STD PIPE COLUMN P91-P94 COLUMNS (THEME AROUND TOWER) 26psf*1 .4'= RAILING +STRINGER+THEME (6'H) 26psf*6' 4'-6" WIDTH STAIR FACE (ONE EACH STRINGER) ROOF THEME AT EA. CORNER COLUMN 26psf*9"7Y2= SLIDE SLIDE C SLDIE D d SEISMIC LOAD (NO BUILDING STRUCUTRE NOT SIMILAR TO BUILDING) SEISMIC IMPORTANCE FACTOR, OCCUPANCY CATEGORY, MAPPED SPECTRAL RESPONSE ACCELERATIONS, SITE CLASS, SPECTRAL RESPONSE COEFFICIENTS, SEISMIC DESIGN CATEGORY BASIC SEISMIC-FORCE-RESITING SYSTEM - DESIGN BASE SHEAR, VERTICAL LOAD EFFECT SEISMIC RESPONSE COEFFICIENT, RESPONSE MODIFICATION FACTOR, ANALYSIS PROCEDURE USED 328 Ibs 328 Ibs 17 ppf 14 ppf 37 ppf 156 ppf 59 ppf 820 Ibs 500 Ibs 500 Ibs 1.0 Ss= SDS= e SNOW LOAD STRUCTURAL STEEL GRADE IN DESIGN 1.266 Si= 0.478 D 0.844 SDI= 0.485 D BRACED FRAME Eh= Cs*W= 0.56W Ev= 0.2Sns*D= 0.1688D Cs= 0.56 R= 1.5 EQUIVALENT LATERAL FORCE ANAYLSIS Oppf CHANNEL W-BEAM HSS PIPE PLATE & MIS. BOLT IN DESIGN Fymin = 36 ksi Fymin = 50 ksi Fymin = 50 ksi Fymin = 42 ksi Fymin = 36 ksi (A325 BOLT) MEMBERING IN STAAD MODEL a STRINGER b BRACE cBEAM d COLUMN e MISC(DUMMY) f STAIR TREAD C10 BRACE C10 W10 W8 ROOF BEAM HSS 1000 2000 3000 3100 3200 4000 9100 TO 9600 10000 Page 2 Tower STAAD model load list Load Case Case-1 Case-2 — Case-3 Case-4 Case-5 Case-6 Case-7 Dead load Live load Wind -X Wind -Z EQ-X EQ-Z - EQ-DN 0 1 2 3 4 5 6 7 1 2 coNj-!mI i1 2 3 4 5 6 " 1 2 3 4 5 6 FY= GY= GY= GY= GY= GY= FY= GY= GY= GY= GY= FY= PX= PX= PX= PX= FX= FX= PZ= PZ= PZ= PZ= FZ= FX= (56%*W) 0 1 2 3 4 5 6 FX= GX= GX= GX= GX= GX= FX= *56%*W) 0 1 2 3 4 5 6 (17 0 1 2 3 4 5 6 FZ= GZ= GZ= GZ= GZ= GZ= FZ= %*W) FY= GY= GY= GY= GY= GY= FY= -1 -50 -95 -2311 -116 -28 -180 -25 -225 -550' -275 -28 -328 37 17 14 156 500 820 L 37 17 14 59 500 r 820 0.56 , 28 54 130 65 16 101 0.56 28 54 130 65 16 101" -9 -16 -40 -20 -5 -31 ppf 1 ppL PPf 1ppf 1 PJf i Ibs ppf ppf ppf PPf ppf Ibs ppf EPJ DDf Ppf Ibs ilbs epf [ppf ilbs fibs ppf ppf PPl P.P1 ppf Ibs ppf ppf ppf £p7 Ibs IPPl W'ppf ppf Ibs Notes Selfweight of structure Railing & theme selfweight Landing deck weight on 4.5' width stair stringer Platform deck weight on 5.5' spacing beam Platform deck weight on edge beam Roof selfweight at each beam Slide C, D s/w Column Theme 5psf*5'=25 ppf 100psf on 4.5' width stair stringer 1 0Opsf on platform beam @ 5.5' space Ptatfrom edge beam -/^-- °-- ^ lve . -1 oad Root live load at each beam ~&- pnnf _ 111 Slide C, D live load '"^~ One edge beam 1 P91 TO P94 columns W/ theme =121*10psf / (4*1 16" columns 12" columns Railing+stringer+theme Slide C,D Roof wind load at each column P91 TO P94 columns W/ theme 16" columns 12" columns Stair face wind load at each strigner Slide C,D Roof wind load at each column Selfweight of structure Railing + theme selfweight Landing deck weight on 4.5' width stair stringer Platform deck weight on 5.5' spacing beam Platform deck weight on edge beam Roof selfweight at each beam Slide C, D s/w Selfweight of structure Railing + theme selfweight Landing deck weight on 4.5' width stair stringer Platform deck weight on 5.5' spacing beam Platform deck weight on edge beam Roof selfweight at each beam Slide C, D s/w Selfweight of structure Railing + theme selfweight Landing deck weight on 4.5' width stair stringer Platform deck weight on 5.5' spacing beam Platform deck weight on edge beam Roof selfweight Slide C, D s/w 10 psf xll'=121ftA2 ive load I1)=27.5psf Page 5 ' % Wednesday, October 07, 2009, 02:12 PM STAA'D SPACE — PAGE NO. 6 265. * 257. CONSTANTS 268. BETA 180 MEMB 1001 1003 1005 1007 1009 1011 1013 1015 1017 1019 1021 1023 - 269. 1025 1026 1029 1031 1033 1035 1037 1039 1041 1043 1045 1047 1049 1051 1053 - 270. 1055 1057 3000 3002 271. MATERIAL CONCRETE MEMB 10000 TO 10026 272. MATERIAL STEEL MEMB 1000 TO 1057 2000 TO 2007 3000 TO 3004 3100 TO 3109 3200 - 273. 3201 TO 3203 4000 TO 4003 9100 9101 9200 9201 9300 9301 9400 9401 9500 9600 274. ************************************************************************* 275. SUPPORTS 276. 9500 9600 FIXED 277. 9100 9200 9300 9400 PINNED 278. 1 2 FIXED BUT KFX 60 KFZ 60 279. ************************************************************************* 280. MEMBER RELEASE 281. 2000 TO 2007 START MY MZ 282. 2000 TO 2007 END MY MZ 283. 1028 1029 1056 1057 3000 3001 3004 3100 TO 3103 3108 START MX MY MZ 284. 1026 1027 3002 TO 3004 3104 3105 3107 3108 END MX MY MZ 286. UNIT FEET POUND 287. SLAVE ZX MASTER 9201 JOINT 70 72 TO 81 9101 9201 9301 9401 9501 288. SLAVE ZX MASTER 9601 JOINT 35 TO 40 290. ******************************* LOAD* ********************************* 292. * 293. * 294. ************************* DEAD LOAD* ********************************** 295. LOAD 1 LOADTYPE NONE TITLE DEAD LOAD 296. SELFWEIGHT Y -1 LIST 1000 TO 1057 2000 TO 2007 3000 TO 3004 3100 TO 3109 3200 - 297. 3201 TO 3203 4000 TO 4003 9100 9101 9200 9201 9300 9301 9400 9401 9500 9600 - 298. 10000 TO 10026 299. MEMBER LOAD 300. 1000 TO 1055 1057 3000 TO 3003 3100 3102 TO 3107 3109 UNI GY -50 301. 1026 TO 1029 1056 1057 UNI GY -95 302. 3108 UNI GY -231 303. 3000 TO 3003 3102 3103 3106 3107 UNI GY -116 304. 3200 TO 3203 UNI GY -28 305. 3103 3107 CON GY -180 306. * 307 . * 308. **************************LIVE LOAD********************************* 309. LOAD 2 LOADTYPE NONE TITLE I.IVE LOAD 310. MEMBER LOAD 311. 1000 TO 1057 UNI GY -225 312. 3108 UNI GY -550 313. 3000 TO 3003 3102 3103 3106 3107 UNI GY -275 314. 3;20ovfft: 3203 pii'(sr.^ ^ — Roof live load on beams 3.15. 3103 3107 CON GY -328' 316. * 317. * 318. ************************WIND-X************************************* 319. LOAD 3 LOADTYPE NONE TITLE WIND - X 320. MEMBER LOAD ^C:\IVAN WORK\DESIGN\16390 Legolancl\Design\Tower-2\Tower WitK Theme \Model \16390 Tower-2.anl Page 6 of 23 P16390 Legoland Carlsbad, California Tower-2 Calculation (Rev-O, Oct, 2009) Description Page 1. Design criteria and loading information 1-6 2. Tower-2 analysis and design 7 — 31 3. Displacement check 32 - 35 4. Member end force and connection design 36 - 40 5. Reactions and loading table 41-55 Corporate Head Office Whitswa'er Vfest Industries lid • 6700 McMil! Tel (604) 273-1068-Fax [604) 273-4518 DESIGN CRITIERA & LOADING INFORMATION Page 1 16390 LEGOLAND TOWER-2 DESIGN CRITERIA 1 CODE DESIGN LOADING a DEAD LOAD b LIVE LOAD c WIND LOAD CBC2007, AISC LRFD-05, ASCE-7-05 GUARDRAIL & THEME EACH SIDE 4" THK CONOR ON DECK ROOF 4'-6" WIDTH STAIR WITH 1.5" CONC PAD SLIDE SLIDE C SLIDE D PLATFORM / LANDING/ STAIR ROOF SLIDE SLIDE C SLIDE D (85mph, Basic wind pressure = 26psf) P95-16" STD PIPE COLUMN P96-12" STD PIPE COLUMN P91-P94 COLUMNS (THEME AROUND TOWER) 26psf*1.4'= RAILING +STRINGER+THEME (6'H) 26psf*6' 4'-6" WIDTH STAIR FACE (ONE EACH STRINGER) ROOF THEME AT EA. CORNER COLUMN 26psf*9'*7'/2= SLIDE SLIDE C SLDIE D 50 ppf 42psf 10psf 200 ppf 180 Ibs 180 Ibs 100 psf 10psf 328 Ibs 328 Ibs 17 ppf 14 ppf 37 ppf 156 ppf 59 ppf 820 Ibs 500 Ibs 500 Ibs d SEISMIC LOAD (NO BUILDING STRUCUTRE NOT SIMILAR TO BUILDING) SEISMIC IMPORTANCE FACTOR, OCCUPANCY CATEGORY, MAPPED SPECTRAL RESPONSE ACCELERATIONS, SITE CLASS, SPECTRAL RESPONSE COEFFICIENTS, SEISMIC DESIGN CATEGORY BASIC SEISMIC-FORCE-RESITING SYSTEM - DESIGN BASE SHEAR, VERTICAL LOAD EFFECT SEISMIC RESPONSE COEFFICIENT, RESPONSE MODIFICATION FACTOR, ANALYSIS PROCEDURE USED e SNOW LOAD STRUCTURAL STEEL GRADE IN DESIGN i=1.0 Ss= 1.266 Si~ Q.478 0 SDS= 0.844 801= 0,485 D BRACED FRAME Eh= Cs*W= 0.56W Ev= 0,2Sos*D= 0.1688D Cs= 0.56 R= 1.5 EQUIVALENT LATERAL FORCE AHAVLSiS Oppf CHANNEL W-BEAM HSS PIPE PLATE & MIS. BOLT IN DESIGN Fymin = 36 ksi Fymin = 50 ksi Fymin = 50 ksi Fymin = 42 ksi Fymin = 36 ksi (A325 BOLT) 4 MEMBERING IN STAAD MODEL a STRINGER C10 b BRACE BRACE c BEAM d COLUMN e MISC(DUMMY) f STAIR TREAD C10 W10 W8 ROOF BEAM HSS 1000 2000 3000 3100 3200 4000 9100 TO 9600 10000 Page 2 Page 3 Seismic Effect and Combinations (IBC 2006, ASCE 7-05) Job Number: 16390 City: Legoland, Carlsbad, California Structure Tower-2 07/10/2009 Ss S! Fa Fv 1.266 0.478 1 1.52 V = CSW = 0.56 W Ev=0.2*Sos*D= 0.17 D 9 2V^DS ~~^MS~ 0.84 c 2 t>Dl =^Ml= °'49 SMS=FaSs= 1.27 SM1 = fvS, = 0.73 l= 1.00 Site Class Occupancy Group Seismic Design Category 2 D II D 12.8-1 12.4.2.2 11.4.4 11.4.4 11.4.3 11.4.3 Table 11. 5-1 R= 1.50 (no buiding structure similar to buildings) Table 15.4-1 TL = 8.00 s hn = 24.20 ft C, = 0.02 x = 0.75 Ta = 0.22 s Figure. 22.15-22.20 12.8.2.1 Table 12.8-2 Table 12.8-2 12.8.2.1 Page 4 Tower STAAD model load list Load Case Case-1 Case-2 Case-3 Case-4 Case-5 Case-6 Case-7 Dead load Live load Wind -X Wind -Z EQ-X EQ-Z EQ-DN 0 1 2 3 4 5 6 7 1 2 3 4 5 1 2 3 4 5 6 1 2 3 4 5 6 FY= GY= GY= GY= GY= GY= FY= GY= GY= GY= GY= GY= FY= PX= PX= PX= PX= FX= FX= PZ= PZ= PZ= PZ= FZ= FX= (56%'W) 0 1 2 3 4 5 6 FX= GX= GX= GX= GX= GX= FX= *56%*W) 0 1 2 3 4 5 6 FZ= GZ= GZ= GZ= GZ= GZ= FZ= (17%*W) 0 1 2 3 4 5 6 FY= GY= GY= GY= GY= GY= FY= -1 -50 -95 -231 -116 -28 -180 -25 -225 -550 -275 -28 -328 37 17 14 156 500 820 37 17 14 59 500 820 0.56 28 54 130 65 16 101 0.56 28 54 130 65 16 101 -0.17 -9 -16 -40 -20 -5 -31 ppf ppf ppf ppf ppf Ibs Ppf ppf ppf ppf ppf Ibs ppf ppf ppf ppf Ibs Ibs ppf ppf ppf ppf Ibs Ibs ppf ppf ppf ppf ppf Ibs ppf ppf ppf ppf ppf Ibs ppf ppf PPf ppf ppf bs Notes Selfweight of structure Railing & theme selfweight Landing deck weight on 4.5' width stair stringer Platform deck weight on 5.5' spacing beam Platform deck weight on edge beam Roof selfweight at each beam Slide C, D s/w Column Theme 5psf*5'=25 ppf 1 0Opsf on 4.5' width stair stringer 1 0Opsf on platform beam @ 5.5' space Platfrom edge beam Roof live load at each beam Slide C, D live load P91 TO P94 columns VW theme 16" columns 12" columns Railing+stringer+theme Slide C,D Roof wind load at each column P91 TO P94 columns VW theme 16" columns 12" columns Stair face wind load at each strigner Slide C,D Roof wind load at each column Selfweight of structure Railing + theme selfweight Landing deck weight on 4.5' width stair stringer Platform deck weight on 5.5' spacing beam Platform deck weight on edge beam Roof selfweight at each beam Slide C, D s/w Selfweight of structure Railing + theme selfweight Landing deck weight on 4.5' width stair stringer Platform deck weight on 5.5' spacing beam Platform deck weight on edge beam Roof selfweight at each beam Slide C, D s/w Selfweight of structure Railing + theme selfweight Landing deck weight on 4.5' width stair stringer Platform deck weight on 5.5' spacing beam Platform deck weight on edge beam Roof selfweight Slide C, D s/w Page 5 Tower Load Combinations Building Code:CBC2007 LRFD 1605.2.1 (NOBUILDING STRUCTURE SIMILAR TO BUILDING) L 1.4D (eq.16-1) 1.2D+1.6L{eq.16-2) 1,20+1. 6L+1.6*0.16W (eq.16-3*) (40MPH) (Normal Operation) 1.2D+1.6W(eq.16-4*) 1.2D+1.0L+1.0E(eq.16-5) 0.90+1. 6W(eq.1 6-6) 0.9D+1.0E (eq.16-7) sad case > Load comb 10 20 30 31 32 33 34 35 36 37 40 41 42 43 44 45 46 47 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 70 71 72 73 74 75 76 77 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 1 Dead down 1.4 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 2 Live down 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1.6 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3 Wind toX 0.26 -0.26 0.2 0.2 -0.2 -0.2 1.6 -1.6 1.2 1.2 -1.2 -1.2 1.6 -1.6 1.2 1.2 -1.2 -1.2 4 Wind toZ 0.26 -0.26 0.2 -0.2 0.2 -0.2 1.6 -1.6 1.2 -1.2 1.2 -1.2 1.6 -1.6 1.2 -1.2 1.2 -1.2 5 Quake toX 1 -1 1 -1 0.75 0.75 -0.75 -0.75 0.75 0.75 -0.75 -0.75 1 -1 1 -1 0.75 0.75 -0.75 -0.75 0.75 0.75 -0.75 -0.75 6 Quake toZ 1 -1 1 -1 0.75 -0.75 0.75 -0.75 0.75 -0.75 0.75 -0.75 1 -1 1 -1 0.75 -0.75 0.75 -0.75 0.75 -0.75 0.75 -0.75 7 Quake down 1 1 1 1 -1 -1 -1 -1 1 1 1 1 -1 -1 -1 -1 1 1 1 1 -1 -1 -1 -1 1 1 1 1 -1 -1 -1 _«l Page 6 TOWER-2 ANALYSIS & DESIGN Page 7 Software licensed to wwi Job No 16390 Sheet No Rev PartTower-2 job Title LEGOLAND Ref By XY Dat67-OCT-09 Chd Client CALIFORNIA File 16390Tower-2.std Date/Time Q7-Oct-2009 13:37 Print Time/Date: 07/10/2009 14:12 STAAD.Pro for Windows 20.07.04.12 PageS Print Run 1 of 1 Software licensed to wwi Job No 16390 Sheet No Rev PartTower-2 Job Title LEGOLAND By Date7-OCT-09 Chd Client CALIFORNIA File 16390Tower-2.std Date/Time 07-Oct-2009 13:37 .....op.... .- 3002 4002 1CT57 -, «3°°° "^..-^k^SSS 3106 *w.-*r6 i ^'^ ^,0-- '.; 3103 2005 9500 .2003 GO,2000 4 T MEMBER 1(V8 - 100071016 Print Time/Date: 07/10/2009 14:11 STAAD.Pro for Windows 20.07.04.12 Page 9 Print Run 1 of 1 Software licensed to wwi Job No 16390 Sheet No partTower-2 Job Title LEGOLAND Ref By XY Dat€7-OCT-09 Chd Client CALIFORNIA File 16390 Tower-2.std 07-Oct-2009 13:37 Y GO eft 440 NODE Print Time/Date: 07/10/2009 14:11 STAAD.Pro for Windows 20.07.04.12 Page 10 Print Run 1 of 1 Wednesday, October 07, 2009, 02:12 PM PAGE NO. 1 * * * STAAD. Pro * * Version 2007 Build 04 * * Proprietary Program of * * Research Engineers, Intl. * * Date= OCT 7, 2009 * * Time= 13:37: 6 * * * * USER ID: wwi * **************************************************** 1. STAAD SPACE INPUT FILE: 16390 Tower-2.STD 2. START JOB INFORMATION 3. ENGINEER DATE 7-OCT-09 4. JOB NAME LEGOLAND 5. JOB CLIENT CALIFORNIA 6. JOB NO 16390 7. ENGINEER NAME XY 8. JOB PART TOWER-2 9. END JOB INFORMATION 10. INPUT WIDTH 79 11. UNIT FEET KIP 12. JOINT COORDINATES 13. 1 53.2418 101.329 94.9356 14. 2 57.139 101.329 92.6856 15. 3 52.7833 101.913 94.1413 16. 4 56.6804 101.913 91.8913 17. 5 52.3248 102.497 93.3472 18. 6 56.2219 102.497 91.0972 19. 12 51.8663 103.081 92.553 20. 13 55.7634 103.081 90.303 21. 14 51.4078 103.665 91.7589 22. 15 55.3049 103.665 89.5089 23. 16 50.9493 104.249 90.9647 24. 17 54.8464 104.249 88.7147 25. 18 50.4908 104.833 90.1706 26. 19 54.3879 104.833 87.9206 27. 20 50.0323 105.417 89.3765 28. 21 53.9294 105.417 87.1265 29. 23 49.5738 106.001 88.5823 30. 24 53.4709 106.001 86.3323 31. 25 49.1153 106.585 87.7882 32. 26 53.0124 106.585 85.5382 33. 27 48.6568 107.169 86.994 34. 28 52.5539 107.169 84.744 35. 29 48.1983 107.753 86.1999 36. 30 52.0954 107.753 83.9499 37. 31 47.7398 108.337 85.4057 38. 32 51.6369 108.337 83.1557 39. 35 46.2813 108.921 82.8795 40. 36 50.1784 108.921 80.6295 Page 11C:\IVAN WORK\DESIGN\16390 Legoland\Design\Tower-2\To«er Hitn Theme\Model\16390 Tower-2.anl Page 1 of 23 STAAD SPACE 41. 42. 43. 44. 45. 46. 47. 48. 49. 50. 51. 52. 53. 54. 55. 56. 57. 58. 59. 60. 61. 62. 63. 64. 65. 66. 67. 68. 69. 70. 71. 72. 73. 74. 75. 76. 77. 78. 79. 80. 81. 82. 83. 84. 85. 86. 87. 88. 89. 90. 91 . 92. 93. 94. 95. Q C 37 47 38 51 39 45 40 49 42 45 43 48 44 44 45 48 46 44 47 48 48 43 49 47 50 43 51 47 52 42 53 46 54 42 55 46 56 41 57 45 58 41 59 45 60 40 61 44 62 40 63 44 64 40 65 43 70 43 72 19 73 24 74 24 75 39 76 30 77 30 78 38 79 41 80 35 81 35 9100 9101 9102 9200 9201 9202 9300 9301 9302 9400 9401 9402 9500 9501 9600 9601 .2813 .1784 .4898 .3869 .0333 .9304 .5768 .4739 .1203 .0174 .6638 .5609 .2073 .1044 .7508 .6479 .2943 .1914 .8378 .7349 .3813 .2784 .9248 .8219 .4683 .3654 .0118 .9089 .4524 116.5 .5 116 .5 116 .5553 116.5 116.5 .8453 .2868 116.5 116.5 19 103 19 116 19 127 30 103 30 116 30 127 19 103 19 116 19 127 30 103 30 116 30 127 40 101 40 116 108 108 108 108 109 109 110 110 110 110 111 111 111 111 112 112 112 112 113 113 114 114 114 114 115 115 115 115 116 70 .5 .5 116 70 70 116 116 65 70 65 .5 .17 65 .5 .17 76 .5 .17 76 .5 .17 67 .5 .921 .921 .921 .921 .492 .492 .076 .076 .66 .66 .244 .244 .828 .828 .412 .412 .996 .996 .58 .58 .164 .164 .748 .748 .332 .332 .916 .916 84 82 81 79 80 78 79 77 79. 76. 78 76 77 75 76 74 75 73 75. 72. 74 72 73 71 72 70 72 69 .6116 .3616 .5086 .2586 .7179 .4679 .9273 .6772 1366 8866 .3459 .0959 .5552 .3052 .7645 .5145 .9738 .7238 1832 9332 .3925 .1425 .6018 .3518 .8111 .5611 .0204 .7704 .5 68.9798 .5 65 76 .5 71.2298 .5 .5 70 .5 65 65 65 65 65 76 76 76 76 .5 67 .5 48.2299 101.004 48.2299 108.921 81 .7545 81.7545 — PAGE NO. Wednesday, October 07, 2009, 02:12 PM 2 Page 12C:\IVAN MORK\DESIGN\16390 Legoland\Design\Tower-2\Tower Witfi Theme\Model\16390 Tower-2.anl Page 2 of 23 STAAD SPACE 97. 98. 99. 100. 101. 102. 103. 104. 105. 106. 107. 108. 109. 110. 111. 112. 113. 114. 115. 116. 117. 118. 119. 120. 121. 122. 123. 124. 125. 126. 127. 128. 129. 130. 131. 132. 133. 134. 135. 136. 137. 138. 139. 140. 141. 142. 143. 144. 145. 146. 147. 148. 149. 150. 151. 152. MEMBER 1000 1001 1002 1003 1004 1005 1006 1007 1008 1009 1010 1011 1012 1013 1014 1015 1016 1017 1018 1019 1020 1021 1022 1023 1024 1025 1026 1027 1028 1029 1030 1031 1032 1033 1034 1035 1036 1037 1038 1039 1040 1041 1042 1043 1044 1045 1046 1047 1048 1049 1050 1051 1052 1053 1054 INCIDENCES 3 4 5 6 12 13 14 15 16 17 18 19 20 21 23 24 25 26 27 28 29 30 31 32 37 38 40 39 35 36 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 75 1 2 3 4 5 6 12 13 14 15 16 17 18 19 20 21 23 24 25 26 27 28 29 30 31 32 36 35 37 38 39 40 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 — PAGE NO. Wednesday, October 07, 2009, 02:12 PM 3 Page 13C:\IW1N HORK\DESIGN\16390 Legoland\Design\Tower-2\Tower With Theme\Model\16390 Tower-2.anl Page 3 of 23 STAAD SPACE 153. 154. 155. 156. 157. 158. 159. 160. 161. 162. 163. 164. 165. 166. 167. 168. 169. 170. 171. 172. 173. 174. 175. 176. 177. 178. 179. 180. 181. 182. 183. 184. 185. 186. 187. 188. 189. 190. 191. 192 . 193. 194. 195. 196. 197. 198. 199. 200. 201. 202. 203. 204. 205. 206, 207. 208 1055 1056 1057 2000 2001 2002 2003 2004 2005 2006 2007 3000 3001 3002 3003 3004 3100 3101 3102 3103 3104 3105 3106 3107 3108 3109 3200 3201 3202 3203 4000 4001 4002 4003 9100 9101 9200 9201 9300 9301 9400 9401 9500 9600 10000 10001 10002 10003 10004 . 10005 . 10006 . 10007 . 10008 . 10009 . 10010 . 10011 70 78 79 9300 9400 9400 9200 9100 9200 9100 9300 9201 76 80 81 80 9101 9201 9101 9301 72 77 73 74 72 76 9102 9202 9102 9302 35 36 79 9501 9100 9101 9200 9201 9300 9301 9400 9401 9500 9600 3 5 12 14 16 18 20 23 25 27 29 31 65 75 70 74 74 77 77 73 73 72 72 80 81 79 78 81 72 76 73 74 9301 9401 9201 9401 77 77 9302 9402 9202 9402 9601 9601 9501 78 9101 9102 9201 9202 9301 9302 9401 9402 9501 9601 4 6 13 15 17 19 21 24 26 28 30 32 — PAGE NO. Wednesday, October 07, 2009, 02:12 PM 4 Page 14C:\IVAN HORK\DESIGN\16390 Legoland\Design\Tower-2\Tower Witfi Theme\Model\16390 Tower-2.anl Page 4 of 23 STAAD SPACE — PAGE NO. Wednesday, October 07, 2009, 02:12 PM 5 209. 10012 37 210. 10013 39 211. 10014 42 212. 10015 44 213. 10016 46 214. 10017 48 215. 10018 50 216. 10019 52 217. 10020 54 218. 10021 56 219. 10022 58 220. 10023 60 221. 10024 62 222. 10025 64 223. 10026 75 224. ********************** 225. DEFINE MATERIAL START 226. ISOTROPIC CONCRETE 227. E 453600 228. POISSON 0.17 . 229. DENSITY 0.14999 230. ALPHA 5.5E-006 231. DAMP 0.05 232. ISOTROPIC STEEL 233. E 4.176E+006 234. POISSON 0.3 235. DENSITY 0.489024 236. ALPHA 6.5E-006 237. DAMP 0.03 238. END DEFINE MATERIAL 38 40 43 45 47 49 51 53 55 57 59 61 63 65 70 240. MEMBER PROPERTY AMERICAN 241 . ***********STRINGER*** """""" 242. 1000 TO 1057 TABLE ST 243. * 244. * 245. ************BRACE***** 246. 2000 TO 2007 TABLE ST 247. * 248. * 249. *********** *BEAM* ***** 250. 3000 TO 3004 TABLE ST 251. 3100 TO 3109 TABLE ST 252. 3200 TO 3203 TABLE ST 253. 4000 TO 4003 TABLE ST 254 . * 255. * C10X15 PIPS35 C10X15 W10X22 W8X18 HSST6X6X0.25 257. 9100 9101 9200 9201 9300 9301 9400 9401 TABLE ST PIPS80 258. 9500 TABLE ST PIPE OD 259. 9600 TABLE ST PIPS120 260. * 1 .333 ID 1 .2708 261. * 263. 10000 TO 10026 PRIS YD 0.125 ZD 1 264. * Page 15C:\IVAN WORK\DESIGtJ\ 16390 Legoland \Design \Tower-2 \ Tower Witn Theme \Model \1 6390 Tower-2.anl Page 5 of 23 Wednesday, October 07, 2009, 02:12 PM STAAD SPACE — PAGE NO. 6 265. 266. 267. 268. 269. 270. 271. 272. 273. 274 . 275. 276. 277. 278. 279 . 280. 281. 282. 283. 284. 285 . 286. 287. 288. 289 . 290 . 291 . 292. 293. 294 . 295. 296. 297. 298. 299. 300. 301. 302. 303. 304. 305. 306. 307. 308 . 309. 310. 311. 312. 313. 314. 315. 316. 317. 318 . 319. 320. * CONSTANTS BETA 180 MEMB 1001 1003 1005 1007 1009 1011 1013 1015 1017 1019 1021 1023 - 1025 1026 1029 1031 1033 1035 1037 1039 1041 1043 1045 1047 1049 1051 1053 - 1055 1057 3000 3002 MATERIAL CONCRETE MEMB 10000 TO 10026 MATERIAL STEEL MEMB 1000 TO 1057 2000 TO 2007 3000 TO 3004 3100 TO 3109 3200 3201 TO 3203 4000 TO 4003 9100 9101 9200 9201 9300 9301 9400 9401 9500 9600 SUPPORTS 9500 9600 FIXED 9100 9200 9300 9400 PINNED 1 2 FIXED BUT KFX 60 KFZ 60 MEMBER RELEASE 2000 TO 2007 START MY MZ 2000 TO 2007 END MY MZ 1028 1029 1056 1057 3000 3001 3004 3100 TO 3103 3108 START MX MY MZ 1026 1027 3002 TO 3004 3104 UNIT FEET POUND SLAVE ZX MASTER 9201 JOINT SLAVE ZX MASTER 9601 JOINT * 3105 3107 3108 END MX MY MZ 70 72 TO 81 9101 9201 9301 9401 9501 35 TO 40 * LOAD 1 LOADTYPE NONE TITLE DEAD LOAD SELFWEIGHT Y -1 LIST 1000 TO 1057 2000 TO 2007 3000 TO 3004 3100 TO 3109 3200 3201 TO 3203 4000 TO 4003 9100 9101 9200 9201 9300 9301 9400 9401 9500 9600 - 10000 TO 10026 MEMBER LOAD 1000 TO 1055 1057 3000 TO 3003 3100 3102 TO 3107 3109 UNI GY -50 1026 TO 1029 1056 1057 UNI 3108 UNI GY -231 3000 TO 3003 3102 3103 3106 3200 TO 3203 UNI GY -28 3103 3107 CON GY -180 * * **************************L LOAD 2 LOADTYPE NONE TITLE MEMBER LOAD 1000 TO 1057 UNI GY -225 3108 UNI GY -550 3000 TO 3003 3102 3103 3106 3200 TO 3203 UNI GY -28 3103 3107 CON GY -328 * * ************************^IN LOAD 3 LOADTYPE NONE TITLE MEMBER LOAD GY -95 3107 UNI GY -116 LIVE LOAD 3107 UNI GY -275 WIND - X Page 16C:\IVAN MORK\DESIGN\16390 Legoland\Design\Tower-2\Tower Wit" Theme\Model\16390 Tower-2.anl Page 6 of 23 Wednesday, October 07, 2009, 02:12 PM STAAD SPACE — PAGE NO. 7 321. 9100 9101 9200 9201 9300 9400 9401 UNI PX 37 322. 9500 UNI PX 17 323. 9600 UNI PX 14 324. 1000 TO 1057 3100 3101 3104 3105 UNI PX 156 325. 3103 3107 CON GX 500 326. JOINT LOAD 327. 9102 9202 9302 9402 FX 820 328. * 329. * 330. ********************* ***WIND-Z* *********************************** 331. LOAD 4 LOADTYPE NONE TITLE WIND - Z 332. MEMBER LOAD 333. 9100 9101 9200 9201 9300 9400 9401 UNI PZ 37 334. 9500 UNI PZ 17 335. 9600 UNI PZ 14 336. 1000 TO 1057 UNI GZ 59 337. 3103 3107 CON GZ 500 338. JOINT LOAD 339. 9102 9202 9302 9402 FZ 820 340. * 341. * 342. *********************£Q—x**************************************** 343. LOAD 5 LOADTYPE NONE TITLE EQ - X 344. SELFWEIGHT X 0.56 LIST 1000 TO 1057 2000 TO 2007 3000 TO 3004 3100 TO 3109 - 345. 3200 TO 3203 4000 TO 4003 9100 9101 9200 9201 9300 9301 9400 9401 9500 9600 346. 10000 TO 10026 347. MEMBER LOAD 348. 1000 TO 1055 1057 3000 TO 3003 3100 3102 TO 3107 3109 UNI GX 28 349. 1000 TO 1057 UNI GX 54 350. 3108 UNI GX 130 351. 3000 TO 3003 3102 3103 3106 3107 UNI GX 65 352. 3200 TO 3203 UNI GX 16 353. 3103 3107 CON GX 101 354. * 356. LOAD 6 LOADTYPE NONE TITLE EQ - Z 357. SELFWEIGHT Z 0.56 LIST 1000 TO 1057 2000 TO 2007 3000 TO 3004 3100 TO 3109 - 358. 3200 TO 3203 4000 TO 4003 9100 9101 9200 9201 9300 9301 9400 9401 9500 9600 359. 10000 TO 10026 360. MEMBER LOAD 361. 1000 TO 1055 1057 3000 TO 3003 3100 3102 TO 3107 3109 UNI GZ 28 362. 1000 TO 1057 UNI GZ 54 363. 3108 UNI GZ 130 364. 3000 TO 3003 3102 3103 3106 3107 UNI GZ 65 365. 3200 TO 3203 UNI GZ 16 366. 3103 3107 CON GZ 101 367. * 368. * 369. ********************* EQ—DW* **************************************** 370. LOAD 7 LOADTYPE NONE TITLE EQ - DW 371. SELFWEIGHT Y -0.17 372. MEMBER LOAD 373. 1000 TO 1055 1057 3000 TO 3003 3100 3102 TO 3107 3109 UNI GY -9 374. 1026 TO 1029 1056 1057 UNI GY -16 375. 3108 UNI GY -40 376. 3000 TO 3003 3102 3103 3106 3107 UNI GY -20 Page 17C:\IVAN HORK\DESIGN\16390 Legoland\Design\Tower-2\Tower Wit" Theme\Model\16390 Tower-2.anl Page 7 of 23 STAAD SPACE Wednesday, October 07, 2009, 02:12 PM — PAGE NO. 377. 378. 379. 380. 381. 382. 383. 384. 385. 386. 387. 388. 389. 390. 391. 392. 393. 394. 395. 396. 397. 398. 399. 400. 401. 402. 403. 404. 405. 406. 407. 408. 409. 410. 411. 412. 413. 414. 415. 416. 417. 418. 419. 420. 421. 422. 423. 424. 425. 426. 427. 428. 429. 430. 431. 432. 3200 TO 3203 UNI GY -5 3103 3107 CON GY -31 * * LOAD 10 LOADTYPE NONE REPEAT LOAD 1 1.4 LOAD 20 LOADTYPE NONE REPEAT LOAD 1 1.2 2 1.6 LOAD 30 LOADTYPE NONE REPEAT LOAD 1 1.2 2 1.6 3 0.26 LOAD 31 LOADTYPE NONE REPEAT LOAD 1 1.2 2 1.6 3 -0.26 LOAD 32 LOADTYPE NONE REPEAT LOAD 1 1.2 2 1.6 4 0.26 LOAD 33 LOADTYPE NONE REPEAT LOAD 1 1.2 2 1.6 4 -0.26 LOAD 34 LOADTYPE NONE REPEAT LOAD 1 1.2 2 1.6 3 0.2 4 0. LOAD 35 LOADTYPE NONE REPEAT LOAD 1 1.2 2 1.6 3 0.2 4 -0 LOAD 36 LOADTYPE NONE REPEAT LOAD 1 1.2 2 1.6 3 -0.2 4 0 LOAD 37 LOADTYPE NONE REPEAT LOAD 1 1.2 2 1.6 3 -0.2 4 - LOAD 40 LOADTYPE NONE REPEAT LOAD 1 1.2 3 1.6 LOAD 41 LOADTYPE NONE REPEAT LOAD 1 1.2 3 -1.6 LOAD 42 LOADTYPE NONE REPEAT LOAD 1 1.2 4 1.6 LOAD 43 LOADTYPE NONE REPEAT LOAD 1 1.2 4 -1.6 LOAD 44 LOADTYPE NONE REPEAT LOAD 1 1.2 3 1.2 4 1.2 LOAD 45 LOADTYPE NONE REPEAT LOAD 1 1.2 3 1.2 4 -1.2 LOAD 46 LOADTYPE NONE REPEAT LOAD 1 1.2 3 -1.2 4 1.2 TITLE 1.4D (EQ.16-1) TITLE 1.2D+1.6L (EQ.16-2) TITLE 1,2D+1.6L+1.6*0.16W (EQ.16-3*) TITLE 1, 2D+1 .6L+1.6*0.16W (EQ.16-3*) TITLE 1,2D+1.6L+1.6*0.16W (EQ.16-3*) TITLE 1,2D+1.6L+1.6*0.16W (EQ.16-3*) TITLE 1,2D+1 . 6L+1. 6*0. 16W (EQ.16-3*) 2 TITLE 1,2D+1.6L+1.6*0.16W (EQ.16-3*) .2 TITLE 1, 2D+1 .6L+1.6*0.16W (EQ.16-3*) .2 TITLE 1,2D+1.6L+1.6*0.16W (EQ.16-3*) 0.2 TITLE 1.2D+1.6W (EQ.16-4*) TITLE 1.2D+1.6W (EQ.16-4*) TITLE 1.2D+1.6W (EQ.16-4*) TITLE 1.2D+1.6W (EQ.16-4*) TITLE 1.2D+1.6W (EQ.16-4*) TITLE 1.2D+1.6W (EQ.16-4*) TITLE 1.2D+1.6W (EQ.16-4*) (40MPH) (40MPH) (40MPH) (40MPH) (40MPH) (40MPH) (40MPH) (40MPH) Page 18C:\IVAN HORK\DESIGN\16390 Legoland\Design\Tower-2\Tower Wit ft Theme\Model\16390 Touer-2.anl Page of 23 Wednesday, October 07, 2009, 02:12 PM STAAD SPACE 433. 434. 435. 436. 437. 438. 439. 440. 441. 442. 443. 444. 445. 446. 447. 448. 449. 450. 451 . 452. 453. 454. 455. 456. 457. 458. 459. 460. 461. 462. 463. 464. 465. 466. 467. 468. 469. 470. 471. 472. 473. 474. 475. 476. 477. 478. 479. 480. 481. 482. 483. 484. 485. 486. 487. 488. LOAD 47 REPEAT 1 1.2 3 LOAD 50 REPEAT 1 1.2 2 LOAD 51 REPEAT 1 1.2 2 LOAD 52 REPEAT 1 1.2 2 LOAD 53 REPEAT 1 1.2 2 LOAD 54 REPEAT 1 1.2 2 LOAD 55 REPEAT 1 1.2 2 LOAD 56 REPEAT 1 1.2 2 LOAD 57 REPEAT 1 1.2 2 LOAD 58 REPEAT 1 1.2 2 LOAD 59 REPEAT 11.22 LOAD 60 REPEAT 11.22 LOAD 61 REPEAT 1 1.2 2 LOAD 62 REPEAT 11.22 LOAD 63 REPEAT 1 1.2 2 LOAD 64 REPEAT 11.22 LOAD 65 REPEAT 11.22 LOAD 70 REPEAT 1 0.9 3 LOAD 71 REPEAT LOADTYPE LOAD -1.2 4 - LOADTYPE LOAD 1.0 5 1. LOADTYPE LOAD 1.0 5 -1 LOADTYPE LOAD 1.0 6 1. LOADTYPE LOAD 1.0 6 -1 LOADTYPE LOAD 1.0 5 1. LOADTYPE LOAD 1.05-1 LOADTYPE LOAD 1.0 6 1. LOADTYPE LOAD 1.0 6 -1 LOADTYPE LOAD 1.0 5 0. LOADTYPE LOAD 1.0 5 0. LOADTYPE LOAD 1.0 5 -0 LOADTYPE LOAD 1.0 5 -0 LOADTYPE LOAD 1.0 5 0. LOADTYPE LOAD 1.0 5 0. LOADTYPE LOAD 1.0 5 -0 LOADTYPE LOAD 1.0 5 -0 LOADTYPE LOAD 1.6 LOADTYPE LOAD NONE 1.2 NONE 071. NONE .071 NONE 071. NONE .071 NONE 07-1 NONE .07- NONE 07-1 NONE .07- NONE 75 6 0 NONE 75 6 - NONE .75 6 NONE .75 6 NONE 75 6 0 NONE 75 6 - NONE .75 6 NONE .75 6 NONE NONE TITLE 1 TITLE 1 0 TITLE 1 .0 TITLE 1 0 TITLE 1 .0 TITLE 1 .0 TITLE 1 1.0 TITLE 1 .0 TITLE 1 1.0 TITLE 1 .75 7 1. TITLE 1 0.75 7 1 TITLE 1 0.75 7 1 TITLE 1 -0.75 7 TITLE 1 .75 7 -1 TITLE 1 0.75 7 - TITLE 1 0.75 7 - TITLE 1 -0.75 7 TITLE 0 TITLE 0 .2D+1 .2D+1 .2D+1 .2D+1 .2D+1 .2D+1 .2D+1 .2D+1 .2D+1 .2D+1 0 .2D-H .0 .2D+1 .0 .2D+1 1.0 .2D+1 .0 .2D+1 1.0 .2D+1 1 .0 .2D+1 -1.0 .9D+1 .9D+1 . 6W (EQ. .OL+1, .OL+1 .OL+1 .OL+1. .OL+1, .OL+1 .OL+1 .OL+1. .OL+1. .OL+1. .OL+1. .OL+1, .OL+1, .OL+1, .OL+1, .OL+1. .OE . OE . OE . OE .OE . OE . OE . OE . OE . OE . OE . OE . OE . OE .OE . OE .6W (EQ. .6W (EQ. 16-4* (EQ. (EQ. (EQ. (EQ. (EQ. (EQ. (EQ. (EQ. (EQ. (EQ. (EQ. (EQ. (EQ. (EQ. (EQ. (EQ. 16-6) 16-6) ) 16-5) 16-5) 16-5) 16-5) 16-5) 16-5) 16-5) 16-5) 16-5) 16-5) 16-5) 16-5) 16-5) 16-5) 16-5) 16-5) — PAGE NO. Page 19C:\IVAN WORK\DESIGN\16390 Legoland\Design\Tower-2\Tower With Theme\Model\16390 Tower-2.anl Page 9 of 23 STAAD SPACE 489. 1 0.9 3 -1.6 490. LOAD 72 LOADTYPE NONE 491. REPEAT LOAD 492. 1 0.9 4 1.6 493. LOAD 73 LOADTYPE NONE 494. REPEAT LOAD 495. 1 0.9 4 -1.6 496. LOAD 74 LOADTYPE NONE 497. REPEAT LOAD 498. 1 0.9 3 1.2 4 1.2 499. LOAD 75 LOADTYPE NONE 500. REPEAT LOAD 501. 1 0.9 3 1.2 4 -1.2 502. LOAD 76 LOADTYPE NONE 503. REPEAT LOAD 504. 1 0.9 3 -1.2 4 1.2 505. LOAD 77 LOADTYPE NONE 506. REPEAT LOAD 507. 1 0.9 3 -1.2 4 -1.2 508. LOAD 80 LOADTYPE NONE 509. REPEAT LOAD 510. 1 0.9 5 1.0 7 1.0 511. LOAD 81 LOADTYPE NONE 512. REPEAT LOAD 513. 1 0.9 5 -1.0 7 1.0 514. LOAD 82 LOADTYPE NONE 515. REPEAT LOAD 516. 1 0.9 6 1.0 7 1.0 517. LOAD 83 LOADTYPE NONE 518. REPEAT LOAD 519. 1 0.9 6 -1.0 7 1.0 520. LOAD 84 LOADTYPE NONE 521. REPEAT LOAD 522. 1 0.9 5 1.0 7 -1.0 523. LOAD 85 LOADTYPE NONE 524. REPEAT LOAD 525. 1 0.9 5 -1.0 7 -1.0 526. LOAD 86 LOADTYPE NONE 527. REPEAT LOAD 528. 1 0.9 6 1.0 7 -1.0 529. LOAD 87 LOADTYPE NONE 530. REPEAT LOAD 531. 1 0.9 6 -1.0 7 -1.0 532. LOAD 88 LOADTYPE NONE 533. REPEAT LOAD 534. 1 0.9 5 0.75 6 0.75 7 1.0 535. LOAD 89 LOADTYPE NONE TITLE 536. REPEAT LOAD 537. 1 0.9 5 0.75 6 -0.75 7 1.0 538. LOAD 90 LOADTYPE NONE TITLE 539. REPEAT LOAD 540. 1 0.9 5 -0.75 6 0.75 7 1.0 541. LOAD 91 LOADTYPE NONE TITLE 542. REPEAT LOAD 543. 1 0.9 5 -0.75 6 -0.75 7 1.0 544. LOAD 92 LOADTYPE NONE TITLE — PAGE NO. Wednesday, October 07, 2009, 02:12 PM 10 TITLE 0.9D+1.6W (EQ.16-6) TITLE 0.9D+1.6W (EQ.16-6) TITLE 0.9D+1.6W (EQ.16-6) TITLE 0.9D+1.6W (EQ.16-6) TITLE 0.9D+1.6W (EQ.16-6) TITLE 0.9D+1.6W (EQ.16-6) TITLE 0.9D+1.0E (EQ.16-7) TITLE 0.9D+1.0E (EQ.16-7) TITLE 0.9D+1.0E (EQ.16-7) TITLE 0.9D+1.0E (EQ.16-7) TITLE 0.9D+1.0E (EQ.16-7) TITLE 0.9D+1.0E (EQ.16-7) TITLE 0.9D+1.0E (EQ.16-7) TITLE 0.9D+1.0E (EQ.16-7) TITLE 0.9D+1.0E (EQ.16-7) 0.9D+1.0E (EQ.16-7) 0.9D+1.0E (EQ.16-7) 0.9D+1.0E (EQ.16-7) 0.9D+1.0E (EQ.16-7) C:\IVAN WORK\DESIGN\16390 Legoland\Design\Tower-2\Tower Page 20Uitfi Theme\Model\16390 Touer-2.anl Page 10 of 23 Wednesday, October 07, 2009, 02:12 PM STAAD SPACE — PAGE NO. 11 (EQ.16-7) (EQ.16-7) (EQ.16-7) 545. 546. 547. 548. 549. 550. 551. 552. 553. 554. 555. 556. REPEAT LOAD 1 0.9 5 0.75 6 0.75 7 LOAD 93 LOADTYPE NONE REPEAT LOAD 1 0.9 5 0.75 6 -0.75 7 LOAD 94 LOADTYPE NONE REPEAT LOAD 1 0.9 5 -0.75 6 0.75 7 LOAD 95 LOADTYPE NONE REPEAT LOAD 1 0.9 5 -0.75 6 -0.75 PDELTA 6 ANALYSIS -1.0 TITLE 0.9D+1 -1.0 TITLE 0.9D+1 -1.0 TITLE 0.9D+1 7 -1.0 .OE . OE . OE PROBLEM STATISTICS NUMBER OF JOINTS/MEMBER+ELEMENTS/SUPPORTS = 83/ 126/ 8 SOLVER USED IS THE OUT-OF-CORE BASIC SOLVER ORIGINAL/FINAL BAND-WIDTH= 56/ 6/ 70 DOF TOTAL PRIMARY LOAD CASES = 65, TOTAL DEGREES OF FREEDOM = 403 SIZE OF STIFFNESS MATRIX = 29 DOUBLE KILO-WORDS REQRD/AVAIL. DISK SPACE = 13.2/ 26902.1 MB ZERO STIFFNESS IN DIRECTION 4 AT JOINT 81 EQN.NO. 68 LOADS APPLIED OR DISTRIBUTED HERE FROM ELEMENTS WILL BE IGNORED. THIS MAY BE DUE TO ALL MEMBERS AT THIS JOINT BEING RELEASED OR EFFECTIVELY RELEASED IN THIS DIRECTION. ZERO STIFFNESS IN DIRECTION 4 AT JOINT 80 EQN.NO. 71 t+ Adjusting Displacements 13:37 ++ Adjusting Displacements 13:37 ++ Adjusting Displacements 13:37 ++ Adjusting Displacements 13:37 ++ Adjusting Displacements 13:37 ++ Adjusting Displacements 13:37 557. 558. 559. 560. 561 . 562. 563. 564. 565. 566. 567. 568 . 569. 570. * PERFORM ANALYSIS PARAMETER 1 CODE AISC UNIFIED METHOD LRFD * * * *CHANNtH,~ FYLD 5.184E+006 ***** FYLD 9500 ***** FYLD FYLD CHECK * 6 ****PIPE* .048E+006 MEMB * * * *** MEMB 1000 ***** 2000 TO 1057 TO 2007 9100 9101 9200 9201 9300 9301 9400 9401 9600 * 7 7 *****BEAM**** .2E+006 MEMB ****HSS****** .2E+006 MEMB CODE MEMB ***** 3000 4000 1000 TO * * TO TO * * 3004 3100 TO 3109 3200 TO 3203 4001 4003 1057 Page 21C:\IVAN WORK\DESIGN\16390 Legoland\Design\Tower-2\Tower Wit" Theme\Model\16390 Tower-2.anl Page 11 of 23 STAAD SPACE — PAGE NO. Wednesday, October 07, 2009, 02:12 PM 13 STAAD. PRO CODE CHECKING - (AISC-360-05-LRFD) ALL UNITS ARE - POUN FEET (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ FX MY MZ 1000 ST 1001 ST 1002 ST 1003 ST 1004 ST 1005 ST 1006 ST 1007 ST 1008 ST 1009 ST 1010 ST 1011 ST 1012 ST 1013 ST 1014 ST 1015 ST 1016 ST C10X15 2641. C10X15 2440. C10X15 2146. C10X15 2172. C10X15 2360. C10X15 3138. C10X15 -223. C10X15 1853. C10X15 -456. C10X15 2147. C10X15 936. C10X15 2522. C10X15 571. C10X15 2319. C10X15 319. C10X15 2135. C10X15 882. PASS .19 C PASS .37 C PASS .41 C PASS .36 C PASS .86 C PASS .70 C PASS .86 T PASS .11 C PASS .89 T PASS .84 C PASS .50 C PASS .73 C PASS .47 C PASS .66 C PASS .29 C PASS .60 C PASS 98 C (AISC SECTIONS) Clause Hl/2 0 929.96 11517 (AISC SECTIONS) Clause Hl/2 0 855.86 -11608 (AISC SECTIONS) Clause Hl/2 0 589.54 8271 (AISC SECTIONS) Clause Hl/2 0 448.17 -8246 (AISC SECTIONS) Clause Hl/2 0 195.22 6744 (AISC SECTIONS) Clause Hl/2 0 -129.69 -6035 (AISC SECTIONS) Clause Hl/2 0 -603.45 582 (AISC SECTIONS) Clause Hl/2 0 537.25 935 (AISC SECTIONS) Clause Hl/2 0 -540.01 -300 (AISC SECTIONS) Clause Hl/2 0 473.84 1713 (AISC SECTIONS) Clause Hl/2 0 -198.75 -4490 (AISC SECTIONS) Clause Hl/2 0 235.78 3686 (AISC SECTIONS) Clause Hl/2 0 -181.23 -6057 (AISC SECTIONS) Clause Hl/2 0 115.03 5558 (AISC SECTIONS) Clause Hl/2 0 -153.08 -7220 (AISC SECTIONS) Clause Hl/2 0 96.87 6389 (AISC SECTIONS) Clause Hl/2 0 407.73 -6097 .457 .01 .444 .60 .314 .53 .287 .12 .204 .92 .177 .92 .130 .59 .131 .51 .112 .39 .138 .60 .147 .35 .140 .35 .179 .62 .160 .54 .200 .82 .176 .54 .224 .11 LOADING/ LOCATION 60 1.09 59 .1.09 60 1.09 59 1.09 31 1.09 31 1.09 41 0.00 41 0.00 41 0.00 41 0.00 31 0.00 51 0.00 31 0.00 31 0.00 37 0.00 31 0.00 59 1.09 Page 22C:\IVAN MORK\DESIGN\16390 Legoland\Design\Tower-2\Tower Hitfi Theme\Model\16390 Tower-2.anl Page 13 of 23 STAAD SPACE ALL UNITS ARE - POUN MEMBER TABLE 1017 ST C10X15 1018 ST C10X15 1019 ST C10X15 1020 ST C10X15 1021 ST C10X15 1022 ST C10X15 1023 ST C10X15 1024 ST C10X15 - 1025 ST C10X15 1026 ST C10X15 1027 ST C10X15 1028 ST C10X15 1029 ST C10X15 1030 ST C10X15 1031 ST C10X15 FEET (UNLESS RESULT/ FX PASS 1935.43 C PASS 481.55 C PASS 2130.42 C PASS 27.78 C PASS 1850.76 C PASS -467.18 T PASS 1495.67 C PASS 1805.49 T PASS 1161.18 C PASS 13.90 C PASS 13.90 C PASS 17.56 C PASS -3.29 T PASS -419.42 T PASS 6187.05 C OTHERWISE NOTED) CRITICAL COND/ RATIO/ MY MZ (AISC SECTIONS) Clause Hl/2 0.179 77.10 6722.44 (AISC SECTIONS) Clause Hl/2 0.243 460.82 -6542.84 (AISC SECTIONS) Clause Hl/2 0.189 593.65 2913.70 (AISC SECTIONS) Clause Hl/2 0.250 495.83 -6606.23 (AISC SECTIONS) Clause Hl/2 0.197 660.47 2724.07 (AISC SECTIONS) Clause Hl/2 0.242 487.69 -6288.90 (AISC SECTIONS) Clause Hl/2 0.187 665.07 2340.92 (AISC SECTIONS) Clause Hl/2 0.260 -985.22 -2792.09 (AISC SECTIONS) Clause Hl/2 0.200 -905.42 966.03 (AISC SECTIONS) Clause Hl/2 0.227 -9.23 9599.93 (AISC SECTIONS) Clause Hl/2 0.119 9.23 -4985.89 (AISC SECTIONS) Clause Hl/2 0.133 -14.91 -5542.25 (AISC SECTIONS) Clause Hl/2 0.076 -14.36 3121.66 (AISC SECTIONS) Clause Hl/2 0.238 -234.77 -8185.57 (AISC SECTIONS) Clause Hl/2 0.340 157.90 12281.36 - PAGE NO. LOADING/ LOCATION 31 0.00 59 1.09 41 1.09 59 1.09 41 1.09 59 1.09 41 1.09 40 0.00 41 0.00 31 0.00 31 0.00 30 2.00 36 2.00 31 0.00 31 0.00 Wednesday, October 07, 2009, 02:12 PM 14 C:\IVAN MORK\DESIGN\16390 Legoland\Design\Tower-2\Tower Page 23Witn Theme\Model\16390 Tower-2.anl Page 14 of 23 Wednesday, October 07, 2009, 02:12 PM STAAD SPACE ALL UNITS ARE - POUN FEET MEMBER 1032 ST 1033 ST 1034 ST 1035 ST 1036 ST 1037 ST 1038 ST 1039 ST 1040 ST 1041 ST 1042 ST 1043 ST 1044 ST 1045 ST 1046 ST TABLE C10X15 C10X15 C10X15 C10X15 C10X15 C10X15 C10X15 C10X15 C10X15 C10X15 C10X15 C10X15 C10X15 C10X15 C10X15 (UNLESS RESULT/ -895. 6181. -1408. 6161. -1916. 6135. -2411. 6098. -2892. 6046. -3234. 5978. -3344. 5231. -3880. FX PASS 74 T PASS 05 C PASS 72 T PASS 14 C PASS 08 T PASS 54 C PASS 72 T PASS 31 C PASS 85 T PASS 53 C PASS 96 T PASS 92 C PASS 35 T PASS 14 C PASS 85 T OTHERWISE NOTED) CRITICAL COND/ RATIO/ MY MZ (AISC SECTIONS) Clause Hl/2 0. -312.89 -10908. (AISC SECTIONS) Clause Hl/2 0. 247.72 14420. (AISC SECTIONS) Clause Hl/2 0. -340.38 -13130. (AISC SECTIONS) Clause Hl/2 0. 274.01 16066. (AISC SECTIONS) Clause Hl/2 0. -342.20 -14853. (AISC SECTIONS) Clause Hl/2 0. 275.98 17219. (AISC SECTIONS) Clause Hl/2 0. -332.33 -16080. (AISC SECTIONS) Clause Hl/2 0. 266.27 17877. (AISC SECTIONS) Clause Hl/2 0. -317.46 -16813. (AISC SECTIONS) Clause Hl/2 0. 251.37 18037. (AISC SECTIONS) Clause Hl/2 0. -289.57 -17166. (AISC SECTIONS) Clause Hl/2 0. 234.57 17699. (AISC SECTIONS) Clause Hl/2 0. 342.63 -16949. (AISC SECTIONS) Clause Hl/2 0. -276.68 17218. (AISC SECTIONS) Clause Hl/2 0. 356.07 -16751. - PAGE NO. 15 LOADING/ LOCATION 319 66 407 63 378 91 451 94 420 97 478 80 449 54 491 01 465 37 492 20 469 76 481 17 474 12 475 50 474 04 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 31 .00 31 .00 31 .00 31 .00 31 .00 31 .00 31 .00 31 .00 31 .00 31 .00 37 .00 31 .00 35 .08 35 .08 35 .08 Page 24C:\IVAN HORK\DESIGN\16390 Legoland\Design\Tower-2\Tower VlitK Theme\Model\16390 Tower-2.anl Page 15 of 23 STAAD SPACE — PAGE NO. Wednesday, October 07, 2009, 02:12 PM 16 ALL UNITS ARE - POUN FEET (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ FX MY RATIO/ MZ LOADING/ LOCATION 1047 ST C10X15 (AISC SECTIONS) PASS Clause Hl/2 0.459 5194.09 C -289.92 16433.96 1048 ST C10X15 (AISC SECTIONS) PASS Clause Hl/2 0.463 -4432.14 T 367.41 -16082.59 1049 ST C10X15 (AISC SECTIONS) PASS Clause Hl/2 0.431 5171.73 C -301.36 15163.85 1050 ST C10X15 (AISC SECTIONS) PASS Clause Hl/2 0.438 -4995.75 T 370.39 -14947.01 1051 ST C10X15 (AISC SECTIONS) PASS Clause Hl/2 0.391 5006.11 C -312.22 13374.29 1052 ST C10X15 (AISC SECTIONS) PASS Clause Hl/2 0.401 -5715.43 T 364.27 -13293.82 1053 ST C10X15 (AISC SECTIONS) PASS Clause Hl/2 0.337 4995.69 C -297.12 11186.34 1054 ST C10X15 (AISC SECTIONS) PASS Clause Hl/2 0.367 -4763.42 T -988.74 -6886.85 1055 ST C10X15 (AISC SECTIONS) PASS Clause Hl/2 0.258 4982.52 C -215.80 8519.37 1056 ST C10X15 (AISC SECTIONS) PASS Clause Hl/2 0.208 12.47 C -7.37 -8828.46 1057 ST C10X15 (AISC SECTIONS) PASS Clause Hl/2 0.167 61.60 C -235.40 4759.34 35 1.08 35 1.08 35 1.08 35 1.08 30 1.08 30 1.08 30 1.08 59 0.00 30 1.08 30 1.42 60 4.53 571. CHECK CODE MEMB 2000 TO 2007 Page 25WORK\DESIGN\16390 Legoland\Design\Tower-2\Tower Mitn Theme\Model\16390 Tower-2.anl Page 16 of 23 STAAD SPACE Wednesday, October 07, 2009, 02:12 PM — PAGE NO. 17 STAAD. PRO CODE CHECKING - (AISC-360-05-LRFD) ALL UNITS ARE - POUN FEET (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/RESULT/ CRITICAL COND/ FX MY MZ 2000 ST 2001 ST 2002 ST 2003 ST 2004 ST 2005 ST 2006 ST 2007 ST PIPS35 PASS 14119.11 C PIPS35 PASS 15484.59 C PIPS35 PASS 13320.42 C PIPS35 PASS 18464.97 C PIPS35 PASS 19381.54 C PIPS35 PASS 15303.64 C PIPS35 PASS 8094.37 C PIPS35 PASS 9137.86 C (AISC SECTIONS) Clause Hl/2 0.00 0.410 -106.41 (AISC SECTIONS) Clause Hl/2 0.00 0.448 -106.41 (AISC SECTIONS) Clause H3 0.00 0.377 0.00 (AISC SECTIONS) Clause H3 0.00 0.522 0.00 (AISC SECTIONS) Clause Hl/2 0.00 0.558 -106.41 (AISC SECTIONS) Clause Hl/2 0.00 0.443 -106.41 (AISC SECTIONS) Clause Hl/2 0.00 0.239 -106.41 (AISC SECTIONS) Clause Hl/2 0.00 0.269 -106.41 LOADING/ LOCATION 41 6.07 40 6.07 52 0.00 53 0.00 41 6.07 40 6.07 43 6.07 42 6.07 572. CHECK CODE MEMB 3000 TO 3004 3100 TO 3109 3200 TO 3203 Page 26C:\IVAN WORK\DESIGN\16390 Legoland\Design\Tower-2\Tower WitR Theme\Model\16390 Tower-2.anl Page 17 of 23 STAAD SPACE — PAGE NO. Wednesday, October 01, 2009, 02:12 PM 18 STAAD. PRO CODE CHECKING - (AISC-360-05-LRFD) ******************************************** ALL UNITS ARE - POUN FEET (UNLESS OTHERWISE NOTED) :MBER TABLE RESULT/ FX 3000 ST 3001 ST 3002 ST 3003 ST 3004 ST 3100 ST 3101 ST 3102 ST 3103 ST 3104 ST 3105 ST 3106 ST 3107 ST 3108 ST 3109 ST 3200 ST 3201 ST C10X15 PASS 0.00 T C10X15 PASS 0.00 T C10X15 PASS 0.00 T C10X15 PASS 0.00 T C10X15 PASS 0.00 T W10X22 PASS 0.00 T W10X22 PASS 0.00 T W10X22 PASS 0.00 T W10X22 PASS 0.00 T W10X22 PASS 0.00 T W10X22 PASS 0.00 T W10X22 PASS 0.00 T W10X22 PASS 0.00 T W10X22 PASS 0.00 T W10X22 PASS 0.00 T W8X18 PASS 191.94 C W8X18 PASS 36.86 C CRITICAL COND/ RATIO/ LOADING/ MY MZ LOCATION (AISC SECTIONS) Clause Hl/2 0. -316.28 8382. (AISC SECTIONS) Clause Hl/2 0. 316-28 -5151. (AISC SECTIONS) Clause Hl/2 0. -500.62 8382. (AISC SECTIONS) Clause Hl/2 0. 186.64 -5151. (AISC SECTIONS) Clause Hl/2 0. 26.68 -65. (AISC SECTIONS) Clause Hl/2 0. -936.87 -162. (AISC SECTIONS) Clause Hl/2 0. 773.08 -754. (AISC SECTIONS) Clause Hl/2 0. -395.40 1597. (AISC SECTIONS) Clause Hl/2 0. 818.94 960. (AISC SECTIONS) Clause Hl/2 0. -936.87 -162. (AISC SECTIONS) Clause Hl/2 0. 936.87 -295. (AISC SECTIONS) Clause F 0. 0.00 10035. (AISC SECTIONS) Clause Hl/2 0. 818.94 960. (AISC SECTIONS) Clause Hl/2 0. -2152.93 -13573. (AISC SECTIONS) Clause G 0.00 -716. (AISC SECTIONS) Clause Hl/2 0. 43.00 9206. (AISC SECTIONS) Clause Hl/2 0. 43.06 9657. .213 .57 .148 .72 .258 .57 .121 .72 .005 .28 .043 .92 .042 ,39 .034 .79 .046 . 63 .043 .92 .044 .06 .107 .99 .046 .63 .282 .10 0.036 .79 .202 .82 .211 .60 52 5.00 52 5.00 52 0.00 52 0.00 50 2.50 40 5.50 41 5.00 53 5.50 42 5.50 40 0.00 41 0.00 40 5.50 42 0.00 52 5.50 30 0.50 42 11.00 42 11.00 Page 27C:\IVAN HORK\DESIGN\16390 Legoland\Design\Touer-2\Tower HitE Theme\Model\16390 Tower-2.anl Page 18 of 23 Wednesday, October 07, 2009, 02:12 PM STAAD SPACE — PAGE NO.19 ALL UNITS ARE - POUN FEET (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/RESULT/ CRITICAL COND/ FX MY MZ LOADING/ LOCATION 3202 ST W8X18 (AISC SECTIONS) PASS Clause Hl/2 0.205 40 357.92 C -51.94 9297.92 11.00 3203 ST W8X18 (AISC SECTIONS) PASS Clause Hl/2 0.200 41 191.99 C -64.35 9084.57 0.00 573. CHECK CODE MEMB 4000 TO 4003 C:\IVAN MORK\DESIGN\16390 Legoland\Design\Tower-2\Towe Page 28wer Wi tn Theme\Model\16390 Tower-2.anl Page 19 of 23 STAAD SPACE — PAGE NO. Wednesday, October 07, 2009, 02:12 PM 20 STAAD.PRO CODE CHECKING - (AISC-360-05-LRFD) ALL UNITS ARE - POUN FEET (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ FX MY RATIO/ MZ LOADING/ LOCATION 4000 ST HSST6X6X0.25 PASS 0.00 C 4001 ST HSST6X6X0.25 PASS 0.00 T 4002 ST HSST6X6X0.25 PASS 0.00 T 4003 ST HSST6X6X0.25 PASS 0.00 C (AISC SECTIONS) Clause F 0.368 0.00 15470.62 (AISC SECTIONS) Clause F 0.461 0.00 19368.71 (AISC SECTIONS) Clause F 0.417 0.00 17499.44 (AISC SECTIONS) Clause F 0.625 0.00 26242.83 35 2.25 31 2.25 34 2.81 30 0.00 574. CHECK CODE MEMB 9100 9101 9200 9201 9300 9301 9400 9401 9500 9600 Page 29C:\IVAN NORK\DESIGN\16390 Legoland\Design\Tower-2\Tower Witn Theme\Model\16390 Tower-2.anl Page 20 of 23 STAAD SPACE — PAGE NO. Wednesday, October 07, 2009, 02:12 PM 21 STAAD. PRO CODE CHECKING - (AISC-360-05-LRFD) ******************************************** ALL UNITS ARE - POUN FEET (UNLESS OTHERWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ FX MY RATIO/ MZ LOADING/ LOCATION 9100 ST PIPS80 PASS 3859.14 C 9101 ST PIPS80 PASS 2973.96 C 9200 ST PIPS80 PASS 6726.15 C 9201 ST PIPS80 PASS 3381.01 C 9300 ST PIPS80 PASS 4119.61 C 9301 ST PIPS80 PASS 2975.14 C 9400 ST PIPS80 PASS 4168.76 C 9401 ST PIPS80 PASS 3039.03 C 9500 ST PIP E PASS 12930.02 C 9600 ST PIPS120 PASS 5318.89 C (AISC SECTIONS) Clause Hl/2 0.164 47 -5730.13 -4741.76 13.50 (AISC SECTIONS) Clause Hl/2 0.201 47 6854.79 6445.73 10.67 (AISC SECTIONS) Clause Hl/2 0.138 45 -6008.43 1835.41 13.50 (AISC SECTIONS) Clause Hl/2 0.229 45 -6014.33 9149.31 0.00 (AISC SECTIONS) Clause Hl/2 0.165 46 5366.98 -5108.14 13.50 (AISC SECTIONS) Clause Hl/2 0.210 46 -6964.37 6990.95 10.67 (AISC SECTIONS) Clause Hl/2 0.176 44 5869.93 5345.76 13.50 (AISC SECTIONS) Clause Hl/2 0.211 44 -7358.37 -6676.10 10.67 (AISC SECTIONS) Clause Hl/2 0.108 61 -18747.29 -6458.94 0.00 (AISC SECTIONS) Clause Hl/2 0.357 46 25126.09 -37571.87 0.00 575. FINISH ***** END OF THE STAAD.Pro RUN ******** DATE= OCT 7,2009 TIME= 13:37:13 **' Page 30C:\IVAN HORK\DESIGN\16390 Legoland\Design\Tower-2\Tower Witfi Theme\Model\16390 Tower-2.anl Page 21 of 23 Software licensed to wwt Job No 16390 Sheet No Rev PartTower-2 Job Title LEGOLAND Ref By DatE7-OCT-09 Chd Client CALIFORNIA File 16390Tower-2.std Date/Time Q7-Oct-2009 13:37 0-201 g, 0.034£b"-21 0.107 0.04270 0.164 0.239 0.443 0.269 GO0.41 i0.165 Q 0.046 0.3?:' 00.448 CO 0.258 P.417 0.167 0.108 CODE CHECK Print Time/Date: 07/10/2009 14:13 STAAD.Pro for Windows 20.07.04.12 Page 31 Print Run 1 of 1 DISPLACEMENT Page 32 Software licensed to wwi 16390 Sheet No Rev partTower-2 Job Title LEGOLAND Ref By Dat£7-OCT-09 Chd Client CALIFORNIA File 16390 Tower-2.std I Date/rime Q7-Oct-2009 13:37 M«,x: 0 012 In Max: 0.012 in Max: 0.009 in :(ftqZ6in ixxO.052 in May0.06itn Wax; 0069 jn Max: TLo.072Jn %V*JC%™*j» ^NS* iliax 0.070Jn ' ™x: Max; 0 064 In 0.057 in ta«-0.054 in :: 0.057 In Max: 0.061 in *Max: 0.063 ir Displacement • ii DISPLACEMENT FOR LIVE LOAD Print Time/Date: 07/10/2009 14:15 STAAD.Pro for Windows 20.07.04.12 Page 33 Print Run 1 of 1 JJF''" -* MfeM^MavMPI Software licensed to wwi Job Title LEGOLAND Job No 16390 Sheet No partTower-2 Ref Rev1 By XY Date7-OCT-09 Chd Client CALIFORNIA File 16390Tower-2.std Node Disolacements Node 9101 9102 9201 9202 9301 9302 9401 L/C 1:DEADLOAD 2:LIVE LOAD 3:WIND - X 4:WIND-Z 5:EQ-X 6:EQ-Z 7:EQ - DW 1:DEADLOAD 2:LIVE LOAD 3:WIND-X 4:WIND-Z 5:EQ - X 6:EQ-Z 7:EQ - DW 1:DEADLOAD 2:LIVE LOAD 3:WIND - X 4:WIND-Z 5:EQ-X 6:EQ-Z 7:EQ-DW ri:DEADLOAD 2:LIVE LOAD 3:WIND-X 4:WIND-Z 5:EQ-X 6:EQ-Z 7:EQ - DW 1:DEADLOAD 2:LIVE LOAD 3:WIND-X 4:WIND-Z 5:EQ-X 6:EQ-Z 7:EQ - DW 1:DEADLOAD 2:LIVE LOAD 3:WIND-X 4:WIND-Z 5:EQ-X 6:EQ-Z 7:EQ - DW 1:DEADLOAD 2:LIVE LOAD 3:WIND-X X (in) -0.004 -0.008 0.061 0.009 0.055 0.023 -0.001 -0.006 -0.011 0.264 0.011 0.136 0.026 -0.001 -0.004 -0.008 0.061 0.009 0.055 0.023 -0.001 -0.006 -0.011 0.264 0.011 0.136 0.026 -0.001 0.003 0.006 0.051 -0.008 0.043 -0.020 0.001 0.004 0.007 0.272 -0.011 0.139 -0.027 0.001 0.003 0.006 0.051 COLUMN DISPLACEMENT Y (in) -0.001 -0.001 0.001 0.001 0.000 0.000 -0.000 -0.001 -0.001 0.001 0.001 0.000 0.000 -0.000 -0.002 -0.002 -0.001 0.001 -0.001 0.000 -0.000 -0.002 -0.002 -0.002 0.001 -0.001 0.000 -0.000 -0.001 -0.001 0.001 -0.001 0.000 -0.000 -0.000 -0.001 -0.001 0.001 -0.001 0.000 -0.000 -0.000 -0.001 -0.001 -0.001 z (in) 0.003 0.005 -0.001 0.027 -0.003 0.027 0.000 0.003 0.006 0.001 0.247 -0.003 0.121 0.001 -0.005 -0.009 0.009 0.044 0.008 0.070 -0.001 -0.007 -0.012 0.011 0.287 0.010 0.176 -0.001 0.003 0.005 -0.001 0.027 -0.003 0.027 0.000 0.003 0.006 0.001 0.247 -0.003 0.121 0.001 -0.005 -0.009 0.009 Resultant (in) 0.005 0.009 0.061 0.029 0.055 0.035 0.001 0.007 0.012 0.264 0.248 0.136 0.124 0.001 0.007 0.012 0.062 0.045 0.056 0.074 0.001 0.009 0.016 0.264 0.287 0.137 0.178 0.002 0.004 0.007 0.051 0.029 0.044 0.034 0.001 0.006 0.009 0.272 0.248 0.139 0.124 0.001 0.006 0.010 0.052 rX (rad) -0.000 0.000 0.000 0.001 -0.000 0.001 -0.000 0.000 0.000 0.000 0.001 0.000 0.000 0.000 -0.000 -0.000 0.000 0.002 0.000 0.001 -0.000 0.000 0.000 -0.000 0.001 -0.000 0.000 0.000 0.000 0.000 0.000 0.001 -0.000 0.001 0.000 -0.000 -0.000 0.000 0.001 0.000 0.000 -0.000 -0.000 -0.000 0.000 rY (rad) 0.000 0.000 -0.000 -0.000 -0.000 -0.000 0.000 0.000 0.000 -0.000 -0.000 0.000 -0.000 0.000 0.000 0.000 -0.000 -0.000 -0.000 -0.000 0.000 0.000 0.000 -0.000 -0.000 0.000 -0.000 0.000 0.000 0.000 -0.000 -0.000 -0.000 -0.000 0.000 0.000 0.000 -0.000 -0.000 -0.000 -0.000 0.000 0.000 0.000 -0.000 Datemme rj7-Oct-2009 13:37 rZ (rad) 0.000 0.000 -0.001 -0.000 -0.001 .-0.000 0.000 -0.000 -0.000 -0.001 -0.000 -0.000 0.000 -0.000 0.000 0.000 -0.001 -0.000 -0.000 -0.000 0.000 0.000 0.000 -0.001 -0.000 -0.000 -0.000 0.000 0.000 -0.000 -0.001 0.000 -0.001 0.000 0.000 -0.000 -0.000 -0.001 0.000 -0.000 0.000 -0.000 -0.000 -0.000 -0.001 Print Time/Date: 07/10/2009 14:18 STAAD.Pro for Windows 20.07.04.12 Page 34 Print Run 1 of 2 •v_*p«l|H Software licensed to wwl Job Title LEGOLAND Job No 16390 Sheet No partTower-2 Ref Rev 2 By XY Date7-OCT-09 Chd Client CALIFORNIA Rle 16390Tower-2.std Node Displacements Cont... Node 9402 9501 9601 L/C 4:WIND - Z 5:EQ-X 6:EQ-Z 7:EQ - DW 1:DEADLOAD 2:LIVE LOAD 3:WIND - X 4:WIND-Z 5:EQ-X 6:EQ-Z 7:EQ - DW 1:DEADLOAD 2:LIVE LOAD 3:WIND-X 4:WIND-Z 5:EQ-X 6:EQ-Z 7:EQ-DW 1:DEADLOAD 2:LIVE LOAD 3:WIND-X 4:WIND-Z 5:EQ-X 6:EQ - Z 7:EQ - DW X (in) -0.008 0.043 -0.020 0.001 0.004 0.007 0.272 -0.011 0.139 -0.027 0.001 -0.002 -0.005 0.059 0.005 0.052 0.013 -0.000 0.006 0.011 0.142 -0.001 0.116 -0.002 0.001 Y (in) -0.001 -0.000 -0.000 -0.000 -0.001 -0.001 -0.001 -0.001 -0.000 -0.000 -0.000 -0.002 -0.002 -0.000 -0.000 -0.000 -0.000 -0.000 -0.001 -0.002 0.000 0.000 0.000 0.000 -0.000 Z (in) 0.044 0.008 0.070 -0.001 -0.007 -0.012 0.011 0.287 0.010 0.176 -0.001 -0.012 -0.021 0.019 0.060 0.019 0.109 -0.002 0.007 0.012 -0.019 0.066 -0.011 0.123 0.001 Resultant (in) 0.045 0.044 0.073 0.001 0.008 0.014 0.272 0.287 0.139 0.178 0.001 0.012 0.021 0.062 0.060 0.056 0.110 0.002 0.009 0.016 0.143 0.066 0.116 0.124 0.002 rX (rad) 0.002 0.000 0.001 -0.000 -0.000 -0.000 -0.000 0.001 -0.000 0.000 -0.000 -0.000 -0.000 0.000 0.000 0.000 0.001 -0.000 0.000 0.000 -0.000 0.001 -0.000 0.002 0.000 rY (rad) -0.000 -0.000 -0.000 0.000 0.000 0.000 -0.000 -0.000 -0.000 -0.000 0.000 0.000 0.000 -0.000 -0.000 -0.000 -0.000 0.000 -0.000 -0.000 0.001 -0.000 0.001 -0.000 -0.000 Dateffime Q7-Oct-2009 13:37 rZ (rad) 0.000 -0.001 0.000 -0.000 0.000 0.000 -0.001 0.000 -0.000 0.000 0.000 0.000 0.000 -0.000 -0.000 -0.000 -0.000 0.000 -0.000 -0.000 -0.002 0.000 -0.002 0.000 -0.000 Print Time/Date: 07/10/2009 14:18 STAAD.Pro for Windows 20.07.04.12 Page 35 Print Run 2 of 2 MEMBER END FORCE & CONNECTION DESIGN Page 36 M*B*M~MMgpPi Software licensed to wwi Job Title LEGOLAND Client CALIFORNIA Job No Sh 16390 partTower-2 set No 1 Rev Ref By XY Da"7-OCT-09 Chd File 16390Tower-2.std Daten-ime fJ7-Oct-2009 13:37 Beam End Force Summary BRACE END FORCE The signs of the forces at end B of each beam have been reversed. For example: this means that the Min Fx entry gives the largest tension value for an beam. Max Fx Min Fx MaxFy Min Fy MaxFz MinFz Max MX Min MX Max My Min My Max Mz Min Mz Beam 2004 2004 2000 2000 2002 2002 2004 2004 2000 2000 2000 2000 Node 9100 73 9300 74 77 9400 9100 9100 9300 9300 9300 9300 L/C 41:1.2D+1.6W 70:0.90+1. 6W 50:1.2D+1.0L+ 50:1.2D+1.0L+ 5:EQ-X 5.EQ - X 43:1.2D+1.6W 72:0.90+1. 6W 1:DEADLOAD 1:DEADLOAD 1:DEADLOAD 1:DEADLOAD Axial Fx (kip) 19.443 -16.445 -6.609 -6.749 1.433 1.433 4.268 -1.153 0.351 0.351 0.351 0.351 Shear Fy (kip) 0.030 -0.023 0.069 -0.069 -0.000 -0.000 0.030 0.023 0.025 0.025 0.025 0.025 Fz (kip) 0.000 -0.000 0.000 0.000 0.037 -0.037 0.000 -0.000 0.000 0.000 0.000 0.000 Torsion MX (kip-ft) 0.002 -0.000 0.001 0.001 -0.003 -0.003 0.012 -0.011 0.000 0.000 0.000 0.000 Bending My (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Mz (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 AISC341-05-14.2 BRACE SIZE 3 1/2" STD PIPE Fy=42ksi D/t = 19 < 0.044E/Fy = 30.4 OK! KL/R = 11.25'*12/1.34=100.7 <=4SQRT(E/Fy)=105 OK! AISC341-05-14.4 (R=1.5, OMIGA=1.0) l.)3 1/2" STD pipe tension Ry*Fy*Ag = 1.4*42*2.51=148 kips 2.)Max amplified seismic load = 19.5kips*l.0=19.5kips PROVIDE 2-3/4" A325 BOLTS SHEAR CAPACITY = 31.8 kips Ok! Print Time/Date: 07/10/2009 14:21 STAAD.Pro for Windows 20.07.04.12 Page 37 Print Run 1 of 1 |PP"""- '"* Job No Sheet No Wj^ 16390 1 Rev ^tMMMrfllll Software licensed to wwi 3 Towef-2 Job Title LEGOLAND R«' By XY Dat€7-OCT-09 client CALIFORNIA Rle 16390 Tower-2.std Date/Tin Beam End Force Summary cio BEAM ON PLATFORM Chd 16 07-Oct-2009 13:37 The signs of the forces at end B of each beam have been reversed. For example: this means that the Min Fx entry gives the largest tension value for an beam. Axial Shear Torsion Bending Beam Node L/C Fx Fy Fz MX My M; (kip) (kip) (kip) (kip'ft) (kip'tt) (kip MaxFx 3002 79 5:EQ-X 0.319 -0.000 -0.000 0.000 0.000 0 MinFx 3002 80 5:EQ-X -0.319 -0.000 -0.000 0.000 -0.000 -0 MaxFy 3002 79 20:1.2D+1.6L ( 0.000 3.731 0.000 0.000 0.000 0 MinFy 3000 ' 9201 20:1.2D-M.6L( 0.000 -3.736 -0.000 0.000 0.000 0 MaxFz 3002 80 6:EQ-Z 0.000 -0.000 0.399 0.000 -0.501 -0 Min Fz 3002 80 53:1.2D+1.0L+ 0.000 -0.314 -0.399 0.000 0.501 8 Max MX 3000 9201 1:DEADLOAD 0.000 -1.044 -0.000 0.000 0.000 0 Min MX 3000 9201 1:DEADLOAD 0.000 -1.044 -0.000 0.000 0.000 0 Max My 3002 80 53:1.2D+1.0L+ 0.000 -0.314 -0.399 0.000 0.501 8 Min My 3002 80 6:EQ-Z 0.000 -0.000 0.399 0.000 -0.501 -0 MaxMz 3000 80 20:1.2D+1.6L ( 0.000 -0.449 -0.000 0.000 -0.000 10 Min Mz 3001 81 20:1.2D+1.6L ( 0.000 -0.360 -0.000 0.000 0.000 -6 MAX SHEAR =3.8 KIPS PROVIDE 2-3/4" A3 2 5 BOLTS SHEAR CAPACITY=31.8 KIPS E ft) 000 000 000 000 000 383 000 000 383 000 461 420 Print Time/Date: 07/10/2009 14:23 STAAD.Pro for Windows 20.07.04.12 Page 38 Print Run 1 of 1 p-j •i . , ,iHJj£i Software licensed to wwi > C Job Title LEGOLAND Ref By Xx Client CALIFORNIA File 1C Sheet No Rev 16390 1 >wer-2 < DatE7-OCT-09 Cnd 390 Tower-2.std Date/Time 07-Oct-2009 13:37 Beam End Force Summary W1° BEAM AT PLATFORM The signs of the forces at end B of each beam have been reversed. For example: this means that the Mm Fx entry gives the largest tension value for an beam. Axial Shear Beam Node L/C Fx Fy Fz (kip) (kip) (kip) MaxFx 3108 77 5:EQ-X 0.783 -0.000 -0.000 Min Fx 3108 72 5:EQ - X -0.783 -0.000 -0.000 MaxFy 3108 72 20:1.2D+1.6L ( 0.000 6.510 0.000 MinFy 3108 77 20:1.20+1 .6L ( 0.000 -6.510 0.000 MaxFz 3104 72 40:1.2D+1.6W 0.000 0.208 0.857 MinFz 3100 72 40:1.2D+1.6W 0.000 -0.208 -0.857 Max MX 3106 73 43:1.2D+1.6W 0.000 0.814 -0.000 Min MX 3106 73 72:0.9D+1.6W 0.000 0.426 0.000 Max My 3100 72 41:1.2D+1.6W 0.000 -0.265 0.857 Min My 3100 72 40:1.2D+1.6W 0.000 -0.208 -0.857 MaxMz 3106 9201 40:1.2D+1.6W 0.000 -2.543 0.000 MinMz 3106 9201 71:0.9D+1.6W 0.000 1.610 -0.000 MAX SHEAR =6.5 KIPS PROVIDE 2-3/4" A3 25 BOLTS MIN. SHEAR CAPACITY=31.8 KIPS Torsion Bending MX My Mz (kipft) (kipft) (kipft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -0.937 -0.163 0.000 -0.937 -0.163 0.008 -0.000 0.895 -0.008 -0.000 0.283 0.000 0.937 0.150 0.000 -0.937 -0.163 0.000 -0.000 10.036 0.000 0.000 -9.698 Print Time/Date: 07/10/2009 14:24 STAAD.Pro for Windows 20.07.04.12 Page 39 Print Run 1 of 1 Software licensed to wwi 16390 RartTower-2 Job Title LEGOLAND By XY Dat£7-OCT-09 Client CALIFORNIA File 16390Tower-2.std paten-ime Q7-Oct-2009 13:37 Beam End Force Summary ROOF BEAM wexis The signs of the forces at end B of each beam have been reversed. For example: this means that the Min Fx entry gives the largest tension value for an beam. Max Fx MinFx Max Fy Min Fy MaxFz Min Fz Max MX Min MX Max My Min My MaxMz Min Mz Beam 3202 3202 3201 3201 3201 3201 3200 3200 3201 3201 3201 3201 Node 9102 9102 9202 9402 9202 9202 9102 9102 9202 9202 9202 9402 L/C 40:1. 20+1. 6W 71:0.9D+1.6W 43:1.2D+1.6W 42:1. 20+1. 6W 50:1.20+1.01+ 85:0.90+1. OE( 40:1.2D+1.6W 71:0.9D+1.6W 94:0.90+1. OE( 59:1.20+1.01+ 43:1.2D+1.6W 73:0.90+1. 6W Axial Fx (kip) 0.358 -0.281 0.037 0.037 0.051 0.044 0.042 0.032 -0.068 0.163 0.037 0.027 Shear Fy (kip) -1.229 1.772 1.998 -1.991 0.508 0.187 0.290 0.237 -0.137 0.832 1.998 1.467 Fz (kip) -0.009 0.011 -0.004 0.008 0.159 -0.154 0.025 -0.022 -0.132 0.137 -0.004 -0.005 Torsion MX (kip-ft) 0.000 -0.000 0.000 -0.000 -0.000 0.000 0.000 -0.000 0.000 -0.000 0.000 0.000 Bending My (kipft) 0.052 -0.063 0.024 0.043 -0.318 0.289 -0.138 0.121 0.308 -0.336 0.024 -0.026 Mz (kipft) -7.546 8.287 9.696 9.658 0.652 0.244 0.302 0.330 -1.535 2.436 9.696 -9.039 FOR SHEAR MAX =2 KIPS 2-3/4" A325 BOTLS FOR BEAM TO COLUMN MOMENT CONNECTION LOAD COMBO-43 WIND LOAD CONTROL MAX MOMENT =9.7 KIP*FT PROVIDE 1/2" THK PL W/ 2-3/4" A325 BOLTS WELD TO COLUMN,BOLTED TO TOP AND BOTTOM FLANGE OF BEAM CONNECTION MOMENT CAPACITY = 31.8KIP*8"/12=21.2 KIP*FT OK! Print Time/Date: 07/10/2009 14:25 STAAD.Pro for Windows 20.07.04.12 Page 40 Print Run 1 of 1 REACTIONS AND LOADING TABLE Page 41 jJMG&Btk^M mm^.-rtfmlm Software licensed to wwl Job Title LEGOLAND Job No 16390 Sheet No Rev1 partTower-2 Ref By XY Dat<7-OCT-09 chd Client CALIFORNIA File 16390 Tower-2.std Datemme Q7-Oct-2009 16:36 Reactions Node 1 L/C 1:DEADLOAD 2:LIVE LOAD 3:WIND - X 4:WIND - Z 5:EQ-X 6:EQ - Z 7:EQ - DW 10:1.40 (EQ.K 20:1.2D+1.6L( 30:1,2D+1.6L+ 31:1,2D+1.6L+ 32:1,2D+1.6L+ 33:1, 20+1 .6L+ 34:1,2D+1.6L+ 35:1,2D+1.6L+ 36:1, 20+1 .6L+ 37:1, 20+1 .6L+ 40:1.2D+1.6W 41:1.2D+1.6W 42:1. 20+1. 6W 43:1. 20+1. 6W 44:1.2D+1.6W 45:1.2D+1.6W 46:1.2D+1.6W 47:1.2D+1.6W 50:1. 20+1. OL+ 51:1.2D+1.0L+ 52:1.2D+1.0L+ 53:1.2D+1.0L+ 54:1.2D+1.0L+ 55:1. 20+1 .OL+ 56:1.2D+1.0L+ 57:1. 20+1 .OL+ 58:1.2D+1.0L+ 59:1.20+1 .OL+ 60:1.2D+1.0L+ 61:1.2D+1.0L+ 62:1.2D+1.0L+ 63:1.2D+1.0L+ 64:1.2D+1.0L+ 65:1.2D+1.0L+ 70:0.90+1. 6W 71:0.9D+1.6W 72:0.90+1 .6W Horizontal FX (kip) -0.032 -0.073 -0.810 0.019 -0.647 0.044 -0.006 -0.045 -0.155 -0.365 0.056 -0.150 -0.159 -0.313 -0.320 0.011 0.004 -1.334 1.259 -0.009 -0.068 -0.988 -1.033 0.956 0.912 -0.764 0.531 -0.073 -0.160 -0.752 0.542 -0.062 -0.149 -0.569 -0.635 0.401 0.336 -0.558 -0.624 0.412 0.347 -1.324 1.268 0.001 Vertical FY (kip) 0.943 2.041 -0.116 -0.051 -0.077 -0.099 0.165 1.320 4.395 4.364 4.426 4.382 4.408 4.361 4.381 4.408 4.429 0.945 1.318 1.050 1.213 0.931 1.053 1.211 1.333 3.258 3.415 3.239 3.434 2.929 3.085 2.909 3.105 3.204 3.351 3.322 3.468 2.875 3.022 2.992 3.139 0.663 1.035 0.767 Horizontal FZ (kip) -0.145 -0.284 0.185 -0.337 0.122 -0.626 -0.025 -0.203 -0.630 -0.582 -0.678 -0.718 -0.542 -0.661 -0.526 -0.735 -0.600 0.121 -0.471 -0.714 0.366 -0.358 0.452 -0.801 0.008 -0.363 -0.607 -1.112 0.143 -0.312 -0.556 -1.061 0.193 -0.863 0.077 -1.046 -0.106 -0.813 0.128 -0.995 -0.055 0.165 -0.427 -0.670 Moment MX (kip'ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MY (kip'ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MZ (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Print Time/Date: 07/10/2009 16:46 STAAD.Pro for Windows 20.07.04.12 Page 42 Print Run 1 of 12 §3•m. n JP<dpPi Software licensed to wwi Job Title LEGOLAND Job No 16390 Sheet No Rev 2 partTower-2 Ref By XY Da*7-OCT-09 Chd Client CALIFORNIA File 16390 Tower-2.std Date/Time 07-Oct-2009 16:36 Reactions Cont... Node 2 L/C 73:0.90+1. 6W 74:0.90+1. 6W 75:0.90+1. 6W 76:0.90+1. 6W 77:0.90+1. 6W 80:0.9D+1.0E( 81:0.9D+1.0E( 82:0.9D+1.0E( 83:0.90+1. OE( 84:0.90+1. OE( 85:0.90+1. OE( 86:0.90+1. OE( 87:0.90+1. OE( 88:0.90+1. OE( 89:0.9D+1.0E( 90:0.90+1. OE( 91:0.9D+1.0E( 92:0.90+1. OE( 93:0.90+1. OE( 94:0.90+1. OE( 95:0.90+1 ,OE( 1:DEADLOAD 2:LIVE LOAD 3:WIND-X 4:WIND-Z 5:EQ-X 6:EQ - Z 7:EQ - DW 10:1.40 (EQ.1E 20:1.2D+1.6L( 30:1, 20+1. 6L+ 31:1,2D+1.6L+ 32:1, 20+1 .6L+ 33:1, 20+1 .6L+ 34:1, 20+1 .6L+ 35:1, 20+1 ,6L+ 36:1, 20+1. 6L+ 37:1, 20+1 .6L+ 40:1.2D+1.6W 41:1.2D+1.6W 42:1.2D+1.6W 43:1.2D+1.6W 44:1.2D+1.6W 45:1.2D+1.6W Horizontal FX (kip) -0.059 -0.978 -1.023 0.966 0.922 -0.682 0.613 0.009 -0.079 -0.670 0.624 0.021 -0.068 -0.487 -0.553 0.484 0.418 -0.475 -0.542 0.495 0.429 -0.065 -0.127 -0.821 0.028 -0.657 0.057 -0.011 -0.092 -0.282 -0.496 -0.069 -0.275 -0.289 -0.441 -0.452 -0.113 -0.123 -1.391 1.236 -0.035 -0.123 -1.030 -1.096 Vertical FY (kip) 0.931 0.648 0.771 0.927 1.050 0.936 1.091 0.915 1.112 0.607 0.761 0.585 0.783 0.882 1.030 0.998 1.146 0.552 0.700 0.668 0.816 0.935 2.026 -0.150 -0.044 -0.101 -0.086 0.163 1.309 4.361 4.322 4.399 4.349 4.372 4.322 4.340 4.382 4.399 0.883 1.362 1.051 1.192 0.890 0.995 Horizontal FZ (kip) 0.409 -0.314 0.496 -0.758 0.052 -0.034 -0.278 -0.782 0.471 0.017 -0.228 -0.732 0.521 -0.534 0.406 -0.717 0.222 -0.484 0.456 -0.667 0.273 -0.194 -0.379 0.166 -0.322 0.105 -0.603 -0.034 -0.271 -0.840 -0.797 -0.883 -0.924 -0.756 -0.871 -0.743 -0.938 -0.809 0.033 -0.499 -0.747 0.283 -0.420 0.353 Moment MX (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MY (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MZ (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Print Time/Date: 07/10/2009 16:46 STAAD.Pro for Windows 20.07.04.12 Page 43 Print Run 2 of 12 n . i iiirfiP Software licensed to wwi Job Title LEGOLAND Job No 16390 Sheet No Rev 3 partTower-2 Ref By XY Da"7-OCT-09 Chd Client CALIFORNIA File 16390 Tower-2.std Date/Time Q7-Oct-2009 16:36 Reactions Cont... Node 9100 L/C 46:1. 20+1. 6W 47:1.2D+1.6W 50:1. 20+1. OL+ 51:1.20+1.01+ 52:1.2D+1.0L+ 53:1.20+1.01+ 54:1.2D+1.0L+ 55:1.2D+1.0L+ 56:1.2D+1.0L+ 57:1.2D+1.0L+ 58:1.2D+1.0L+ 59:1.20+1.01+ 60:1.20+1.01+ 61:1.20+1.01+ 62:1.20+1.01+ 63:1.20+1.01+ 64:1.20+1.01+ 65:1.20+1.01+ 70:0.90+1. 6W 71:0.9D+1.6W 72:0.90+1. 6W 73:0.90+1. 6W 74:0.90+1 .6W 75:0.90+1. 6W 76:0.90+1. 6W 77:0.90+1. 6W 80:0.90+1. OE( 81:0.9D+1.0E( 82:0.90+1. OE( 83:0.90+1. OE( 84:0.90+1. OE( 85:0.90+1. OE( 86:0.90+1. OE( 87:0.9D+1.0E( 88:0.90+1. OE( 89:0.90+1. OE( 90:0.90+1. OE( 91:0.9D+1.0E( 92:0.90+1. OE( 93:0.90+1. OE( 94:0.90+1. OE( 95:0.90+1. OE( 1 :DEAD LOAD 2:LIVE LOAD Horizontal FX (kip) 0.940 0.874 -0.874 0.440 -0.1.61 -0.274 -0.851 0.463 -0.138 -0.251 -0.667 -0.752 0.318 0.233 -0.645 -0.730 0.341 0.256 -1.372 1.256 -0.015 -0.103 -1.011 -1.077 0.959 0.894 -0.727 0.587 -0.013 -0.128 -0.704 0.610 0.010 -0.105 -0.520 -0.606 0.465 0.380 -0.497 -0.583 0.488 0.403 0.547 0.869 Vertical FY (kip) 1.249 1.355 3.210 3.410 3.223 3.396 2.883 3.084 2.897 3.070 3.170 3.300 3.320 3.450 2.843 2.973 2.994 3.124 0.602 1.082 0.771 0.912 0.609 0.715 0.969 1.075 0.904 1.106 0.918 1.091 0.577 0.779 0.592 0.764 0.864 0.994 1.016 1.145 0.538 0.667 0.689 0.819 3.849 3.827 Horizontal FZ (kip) -0.818 -0.046 -0.541 -0.751 -1.250 -0.041 -0.473 -0.683 -1.182 0.026 -1.021 -0.114 -1.178 -0.271 -0.953 -0.046 -1.110 -0.204 0.091 -0.441 -0.689 0.341 -0.361 0.411 -0.760 0.012 -0.103 -0.314 -0.812 0.396 -0.035 -0.246 -0.744 0.463 -0.582 0.324 -0.740 0.166 -0.514 0.391 -0.672 0.233 0.217 0.262 Moment MX (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MY (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MZ (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Print Time/Date: 07/10/2009 16:46 STAAD.Pro for Windows 20.07.04.12 Page 44 Print Run 3 of 12 _pp_ -,fe%S^J >M_._iMrfll|i Software licensed to wwi Job Title LEGOLAND Job No 16390 Sheet No Rev 4 partTower-2 Ref By XY Da"7-OCT-09 Chd Client CALIFORNIA File 16390 Tower-2.std |Date/Time 07-Oct-2009 16:36 Reactions Cont... Node L/C 3:WIND - X 4:WIND - Z 5:EQ - X 6:EQ-Z 7:EQ - DW 10:1.40 (EQ.1£ 20:1.2D+1.6L( 30:1, 20+1 .6L+ 31:1,2D+1.6L+ 32:1,20+1.61+ 33:1,2D+1.6L+ 34:1,2D+1.6L+ 35:1,2D+1.6L+ 36:1,2D+1.6L+ 37:1,2D+1.6L+ 40:1.2D+1.6W 41:1.2D+1.6W 42:1.2D+1.6W 43:1.2D+1.6W 44:1.2D+1.6W 45:1.2D+1.6W 46:1.2D+1.6W 47:1.2D+1.6W 50:1.20+1.01+ 51:1. 20+1 .OL+ 52:1.20+1.01+ 53:1.2D+1.0L+ 54:1.20+1.01+ 55:1.20+1.01+ 56:1.2D+1.0L+ 57:1.2D+1.0L+ 58:1.20+1.01+ 59:1.20+1.01+ 60:1.20+1.01+ 61:1.2D+1.0L+ 62:1. 20+1 .OL+ 63:1.20+1.01+ 64:1.20+1.01+ 65:1.20+1.01+ 70:0.90+1. 6W 71:0.9D+1.6W 72:0.90+1. 6W 73:0.90+1. 6W 74:0.90+1. 6W Horizontal FX (kip) -4.128 -0.594 -3.700 -1.467 0.095 0.766 2.048 0.975 3.122 1.893 2.204 1.103 1.342 2.755 2.993 -5.955 7.247 -0.295 1.608 -5.018 -3.582 4.892 6.310 -2.081 5.318 0.151 3.091 -2.272 5.127 -0.040 2.900 -2.260 -0.050 3.294 5.495 -2.450 -0.241 3.103 5.304 -6.118 7.082 -0.459 1.443 -5.182 Vertical FY (kip) -10.966 -6.670 -8.695 -8.149 0.667 5.389 10.744 7.887 13.600 9.005 12.482 7.209 9.883 11.604 14.278 -12.942 22.177 -6.064 15.302 -16.561 -0.542 9.773 25.803 0.405 17.822 0.949 17.279 -0.928 16.486 -0.383 15.943 -3.542 8.706 9.522 21.769 -4.873 7.371 8.188 20.432 -14.093 21.019 -7.216 14.145 -17.711 Horizontal FZ (kip) 0.032 -1.640 0.192 -1.757 0.038 0.304 0.678 0.687 0.669 0.252 1.104 0.357 1.013 0.343 0.998 0.313 0.207 -2.364 2.880 -1.672 2.269 -1.743 2.181 0.752 0.366 -1.197 2.312 0.677 0.291 -1.272 2.237 -0.614 2.020 -0.901 1.727 -0.689 1.945 -0.976 1.653 0.247 0.142 -2.429 2.814 -1.738 Moment MX (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MY (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MZ (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 FOR P91 TO P94 COL. BASE CONNECTION. WIND LOAD CONTROL MAX TENSION=17.8KIP! SHEAR=5.2KIPS REQ'D TENSION STREN< =17. 8+5. 2/0. 5=28. 2K FKU V -LJJrli *± X -L-3A . o . 16-1.25 BASEPL 1TH PS Print Time/Date: 07/10/2009 16:46 STAAD.Pro for Windows 20.07.04.12 Page 45 Print Run 4 of 12 pp"""' -"I m. npj^jpi Software licensed to wwi Job Title LEGOLAND Job No 16390 Sheet No Rev 5 PartTower-2 Ref By XY Date7-OCT-09 Chd Clienl CALIFORNIA File 16390 Tower-2.std Date/Time Q7-Oct-2009 16:36 Reactions Cont... Node 9200 uc 75:0.90+1. 6W 76:0.90+1. 6W 77:0.90+1. 6W 80:0.90+1. OE( 81:0.9D+1.0E( 82:0.90+1. OE( 83:0.90+1. OE( 84:0.90+1. OE( 85:0.9D+1.0E( 86:0.90+1. OE( 87:0.90+1. OE( 88:0.90+1. OE( 89:0.90+1. OE( 90:0.90+1. OE( 91:0.9D+1.0E( 92:0.90+1. OE( 93:0.90+1. OE( 94:0.90+1. OE( 95:0.90+1. OE( 1:DEADLOAD 2:LIVE LOAD 3:WIND-X 4:WIND-Z 5:EQ-X 6:EQ-Z 7:EQ - DW 10:1.40 (EQ.16 20:1.2D+1.6L( 30:1,2D+1.6L+ 31:1,2D+1.6L+ 32:1,2D+1.6L+ 33:1,2D+1.6L+ 34:1,2D+1.6L+ 35:1,2D+1.6L+ 36:1,2D+1.6L+ 37:1,2D+1.6L+ 40:1. 20+1. 6W 41:1.2D+1.6W 42:1.2D+1.6W 43:1.2D+1.6W 44:1.2D+1.6W 45:1.2D+1.6W 46:1.2D+1.6W 47:1.2D+1.6W Horizontal FX (kip) -3.746 4.728 6.145 -3.113 4.283 -0.881 2.055 -3.303 4.092 -1.071 1.864 -3.291 -1.085 2.260 4.458 -3.481 -1.275 2.070 4.267 0.005 0.157 -3.745 -0.564 -3.523 -1.436 0.001 0.007 0.259 -0.716 1.235 0.112 0.407 -0.605 -0.378 0.897 1.123 -5.984 6.014 -0.897 0.910 -5.168 -3.807 3.836 5.185 Vertical FY (kip) -1.696 8.617 24.644 -4.570 12.831 -4.024 12.287 -5.902 11.495 -5.356 10.951 -8.511 3.722 4.540 16.773 -9.842 2.388 3.206 15.436 5.022 5.721 9.573 -6.512 7.832 -7.767 0.870 7.031 15.181 17.674 12.688 13.485 16.878 15.794 18.404 11.958 14.568 21.357 -9.298 -4.402 16.454 9.699 25.348 -13.285 2.350 Horizontal FZ (kip) 2.203 -1.808 2.116 0.425 0.041 -1.523 1.986 0.350 -0.034 -1.599 1.911 -0.941 1.694 -1.227 1.402 -1.017 1.619 -1.302 1.327 0.846 1.387 -0.594 -2.695 -0.541 -4.510 0.147 1.185 3.236 3.081 3.392 2.535 3.937 2.577 3.655 2.816 3.895 0.064 1.970 -3.299 5.321 -2.930 3.528 -1.507 4.964 Moment MX (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MY (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MZ (kip-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Print Time/Date: 07/10/2009 16:46 STAAD.Pro for Windows 20.07.04.12 Page 46 Print Run 5 of 12 ^•i^imggMBjMi Software licensed to wwi Job Title LEGOLAND Job No 16390 Sheet No Rev 6 partTower-2 Ref By XY Dat<7-OCT-09 chd Client CALIFORNIA Rle 16390 Tower-2.std Date/Time 07-Oct-2009 16:36 Reactions Cont... Node 9300 L/C 50:1.20+1.01+ 51:1.2D+1.0L+ 52:1.2D+1.0L+ 53:1.2D+1.0L+ 54:1.2D+1.0L+ 55:1.20+1.01+ 56:1.20+1.01+ 57:1.2D+1.0L+ 58:1.2D+1.0L+ 59:1.20+1.01+ 60:1.20+1. OL+ 61:1.20+1.01+ 62:1.20+1.01+ 63:1.20+1.01+ 64:1.20+1.01+ 65:1. 20+1 .OL+ 70:0.90+1. 6W 71:0.9D+1.6W 72:0.90+1. 6W 73:0.90+1. 6W 74:0.90+1. 6W 75:0.90+1. 6W 76:0.90+1. 6W 77:0.90+1. 6W 80:0.90+1. OE( 81:0.9D+1.0E( 82:0.90+1. OE( 83:0.90+1. OE( 84:0.9D+1.0E( 85:0.90+1. OE( 86:0.90+1. OE( 87:0.90+1. OE( 88:0.90+1. OE( 89:0.90+1. OE( 90:0.90+1. OE( 91:0.9D+1.0E( 92:0.90+1. OE( 93:0.90+1. OE( 94:0.90+1. OE( 95:0.90+1. OE( 1 .-DEAD LOAD 2:LIVE LOAD 3:WIND - X 4:WIND-Z Horizontal FX (kip) -3.361 3.696 -1.275 1.606 -3.363 3.694 -1.277 1603 -3.560 -1.398 1.733 3.893 -3.562 -1.401 1.731 3.890 -5.985 6.012 -0.898 0.908 -5.169 -3.809 3.835 5.183 -3.518 3.535 -1.432 1.444 -3.520 3.532 -1.433 1.441 -3.716 -1.558 1.574 3.730 -3.718 -1.561 1.573 3.727 0.096 0.060 -3.188 0.511 Vertical FY (kip) 20.461 4.777 4.838 20.398 18.719 3.038 3.099 18.655 12.665 24.335 0.902 12.572 10.924 22.592 -0.837 10.831 19.847 -10.802 -5.906 14.945 8.192 23.838 -14.788 0.844 13.227 -2.445 -2.383 13.162 11.485 -4.184 -4.121 11.420 5.438 17.097 -6.316 5.343 3.698 15.354 -8.054 3.602 3.636 3.498 -9.026 6.483 Horizontal FZ (kip) 2.007 3.093 -1.964 7.056 1.713 2.799 -2.257 6.761 -1.241 5.522 -0.428 6.339 -1.534 5.228 -0.722 6.044 -0.189 1.716 -3.553 5.066 -3.184 3.275 -1.761 4.709 0.367 1.450 -3.603 5.412 0.074 1.156 -3.896 5.118 -2.879 3.880 -2.069 4.694 -3.173 3.586 -2.363 4.400 -0.554 -0.885 0.047 -1.653 Moment MX (kipft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MY (kipft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MZ (kipft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Print Time/Date: 07/10/2009 16:46 STAAD.Pro for Windows 20.07.04.12 Page 47 Print Run 6 of 12 'pjnijmamjp^BJJI Software licensed to wwi Job Title LEGOLAND Job No 16390 Sheet No Rev 7 PartTower-2 Ref By XY Da"7-OCT-09 Chd Client CALIFORNIA File 16390 Tower-2.std Date/rime Q7-Oct-2009 16:36 Reactions Cont... Node L/C 5:EQ-X 6:EQ-Z 7:EQ - DW 10:1.40 (EQ.1£ 20:1.2D+1.6L( 30:1,20+1.61+ 31:1,2D+1.6L+ f 32:1,20+1.61+ 33:1,20+1.61+ 34:1,20+1.61+ 35:1,20+1.61+ 36:1,20+1.61+ 37:1,20+1.61+ 40:1.2D+1.6W 41:1.2D+1.6W 42:1.2D+1.6W 43:1. 20+1. 6W 44:1.2D+1.6W 45:1.2D+1.6W 46:1.2D+1.6W 47:1. 20+1. 6W 50:1.2D+1.0L+ 51:1.20+1.01+ 52:1.2D+1.0L+ 53:1.20+1.01+ 54:1. 20+1. OL+ 55:1.20+1.01+ 56:1.2D+1.0L+ 57:1.2D+1.0L+ 58:1.2D+1.0L+ 59:1.20+1.01+ 60:1.2D+1.0L+ 61:1.20+1.01+ 62:1.2D+1.0L+ 63:1.20+1.01+ 64:1.20+1.01+ 65:1.20+1.01+ 70:0.90+1. 6W 71:0.9D+1.6W 72:0.90+1. 6W 73:0.90+1. 6W 74:0.90+1. 6W 75:0.90+1 .6W 76:0.90+1. 6W Horizontal FX (kip) -2.808 1.312 0.017 0.134 0.209 -0.619 1.037 0.343 0.076 -0.325 -0.531 0.949 0.744 -4.990 5.203 0.933 -0.703 -3.094 -4.330 4.542 3.323 -2.618 2.995 1.506 -1.125 -2.651 2.962 1.473 -1.157 -0.927 -2.904 3.279 1.309 -0.960 -2.936 3.246 1.277 -5.018 5.174 0.904 -0.731 -3.123 -4.358 4.513 Vertical FY (kip) -7.603 7.799 0.630 5.091 9.959 7.608 12.310 11.648 8.270 9.450 6.852 13.067 10.468 -10.090 18.811 14.746 -6.018 1.307 -14.259 22.991 7.409 0.877 16.103 16.303 0.679 -0.381 14.842 15.042 -0.578 8.639 -3.078 20.060 8.341 7.379 -4.335 18.798 7.082 -11.178 17.717 13.653 -7.107 0.216 -15.346 21.896 Horizontal FZ (kip) 0.197 -1.754 -0.096 -0.776 -2.083 -2.070 -2.095 -2.512 -1.653 -2.403 -1.742 -2.423 -1.762 -0.590 -0.742 -3.308 1.983 -2.595 1.381 -2.702 1.260 -1.449 -1.846 -3.400 0.109 -1.256 -1.653 -3.207 0.302 -2.815 -0.180 -3.110 -0.481 -2.622 0.013 -2.917 -0.288 -0.424 -0.576 -3.142 2.150 -2.429 1.547 -2.536 Moment MX (kipft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MY (kipft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MZ (kipft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Print Time/Date: 07/10/2009 16:46 STAAD.Pro for Windows 20.07.04.12 Page 48 Print Run 7 of 12 Mmuww iiraPi Software licensed to wwi Job Title LEGOLAND Job No 16390 Sheet No Rev 8 PartTower-2 Ref By XY Date7-OCT-09 Chd client CALIFORNIA File 16390 Tower-2.std Date/Time 07-Oct-2009 16:36 Reactions Cont... Node 9400 L/C 77:0.90+1. 6W 80:0.90+1 ,OE( 81:0.9D+1.0E( 82:0.90+1. OE( 83:0.90+1. OE( 84:0.90+1. OE( 85:0.90+1. OE( 86:0.90+1. OE( 87:0.90+1. OE( 88:0.90+1. OE( 89:0.90+1. OE( 90:0.90+1. OE( 91:0.9D+1.0E( 92:0.90+1. OE( 93:0.90+1. OE( 94:0.90+1. OE( 95:0.90+1. OE( 1:DEADLOAD 2:LIVE LOAD 3:WIND-X 4:WIND-Z 5:EQ-X 6:EQ-Z 7:EQ - DW 10:1.40 (EQ.1f 20:1.2D+1.6L( 30:1,2D+1.6L+ 31:1,2D+1.6L+ 32:1,2D+1.6L+ 33:1,2D+1.6L+ 34:1,2D+1.6L+ 35:1, 20+1. 6L+ 36:1,2D+1.6L+ 37:1,2D+1.6L+ 40:1.2D+1.6W 41:1.2D+1.6W 42:1.2D+1.6W 43:1.2D+1.6W 44:1.2D+1.6W 45:1. 20+1. 6W 46:1. 20+1. 6W 47:1. 20+1. 6W 50:1.2D+1.0L+ 51:1.2D+1.0L+ Horizontal FX (kip) 3.294 -2.705 2.907 1.416 -1.210 -2.739 2.874 1.383 -1.243 -1.016 -2.990 3.190 1.223 -1.050 -3.022 3.156 1.190 -0.539 -0.816 -3.167 0.494 -2.804 1.306 -0.094 -0.755 -1.955 -2.779 -1.131 -1.826 -2.084 -2.490 -2.688 -1.222 -1.420 -5.712 4.431 0.145 -1.439 -3.850 -5.044 3.751 2.570 -4.362 1.249 Vertical FY (kip) 6.318 -3.706 11.509 11.707 -3.901 -4.964 10.248 10.446 -5.159 4.049 -7.656 15.461 3.754 2.790 -8.913 14.199 2.495 3.807 3.710 10.419 6.699 8.466 8.117 0.659 5.330 10.504 13.218 7.790 12.250 8.758 13.935 11.249 9.759 7.073 21.253 -12.112 15.297 -6.161 25.133 9.030 0.100 -15.985 17.418 0.458 Horizontal FZ (kip) 1.426 -0.398 -0.793 -2.349 1.161 -0.205 -0.601 -2.156 1.354 -1.764 0.871 -2.058 0.572 -1.571 1.064 -1.865 0.765 -0.181 -0.221 -0.619 -2.692 -0.551 -4.503 -0.031 -0.253 -0.568 -0.731 -0.406 -1.270 0.134 -1.233 -0.153 -0.983 0.097 -1.209 0.779 -4.525 4.100 -4.189 2.270 -2.707 3.771 -1.022 0.087 Moment MX (kipft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MY (kipft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 MZ (kipft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Print Time/Date: 07/10/2009 16:46 STAAD.Pro for Windows 20.07.04.12 Page 49 Print Run 8 of 12 §s•MwMriH Software licensed to wwi Job Title LEGOLAND Job No 16390 Sheet No Rev 9 partTower-2 Ref By XY Date7-OCT-09 Chd Client CALIFORNIA Flle 16390 Tower-2.std Date/rime 07-Oct-2009 16:36 Reactions Cont... Node 9500 L/C 52:1. 20+1. OL+ 53:1.2D+1.0L+ 54:1. 20+1 .OL+ 55:1.2D+1.0L+ 56:1.2D+1.0L+ 57:1.2D+1.0L+ 58:1.2D+1.0L+ 59:1.2D+1.0L+ 60:1. 20+1 .OL+ 61:1.2D+1.0L+ 62:1.2D+1.0L+ 63:1. 20+1 .OL+ 64:1. 20+1 .OL+ 65:1. 20+1 .OL+ 70:0.90+1 .6W 71:0.9D+1.6W 72:0.90+1 ,6W 73:0.90+1. 6W 74:0.90+1. 6W 75:0.90+1. 6W 76:0.90+1. 6W 77:0.90+1 .6W 80:0.90+1. OE( 81:0.9D+1.0E( 82:0.90+1. OE( 83:0.90+1. OE( 84:0.90+1. OE( 85:0.90+1. OE( 86:0.9D+1.0E( 87:0.90+1. OE( 88:0.90+1. OE( 89:0.90+1. OE( 90:0.90+1. OE( 91:0.9D+1.0E( 92:0.90+1. OE( 93:0.90+1. OE( 94:0.90+1. OE( 95:0.90+1. OE( 1:DEADLOAD 2:LIVE LOAD 3:WIND-X 4:WIND-Z 5:EQ-X 6:EQ-Z Horizontal FX (kip) -0.249 -2.866 -4.174 1.437 -0.062 -2.677 -2.679 -4.643 1.528 -0.433 -2.491 -4.455 1.715 -0.245 -5.550 4.593 0.306 -1.277 -3.688 -4.882 3.913 2.732 -3.383 2.229 0.728 -1.885 -3.196 2.416 0.915 -1.697 -1.702 -3.663 2.505 0.548 -1.514 -3.475 2.693 0.735 -0.024 -0.098 -0.669 -0.023 -0.776 -0.079 Vertical FY (kip) 17.071 0.804 16.098 -0.858 15.750 -0.512 21.398 9.197 8.677 -3.522 20.077 7.879 7.359 -4.837 20.107 -13.251 14.152 -7.300 23.986 7.887 -1.042 -17.122 12.558 -4.385 12.209 -4.038 11.237 -5.702 10.889 -5.355 16.533 4.346 3.824 -8.360 15.211 3.028 2.506 -9.676 4.995 6.666 0.743 0.193 0.501 0.394 Horizontal FZ (kip) -4.979 4.050 -0.960 0.148 -4.916 4.111 -4.266 2.502 -3.438 3.338 -4.203 2.564 -3.375 3.399 -1.155 0.833 -4.470 4.153 -4.134 2.325 -2.652 3.825 -0.746 0.359 -4.700 4.319 -0.684 0.421 -4.636 4.381 -3.986 2.774 -3.161 3.607 -3.923 2.836 -3.098 3.668 0.233 0.525 0.002 -0.640 -0.036 -1.181 Moment MX (kipft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 2.142 4.355 -1.446 -7.561 -1.670 -13.825 MY (kipft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -0.333 -0.594 0.427 0.717 0.490 1.828 MZ (kipft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -0.081 0.108 7.661 0.518 7.329 1.398 Print Time/Date: 07/10/2009 16:46 STAAD.Pro for Windows 20.07.04.12 Page 50 Print Run 9 of 12 p*"-- ••» wn.1 imajiii Software licensed to wwi Job Title LEGOLAND Job No 16390 Sheet No Rev 10 PartTower-2 Ref By XY DatE7-OCT-09 Chd Client CALIFORNIA File 16390 Tower-2.std Datemme Q7-Oct-2009 16:36 Reactions Cont... Node L/C 7:EQ - DW 10:1.40 (EQ.ie 20:1.2D+1.6L( 30:1,20+1 .6L+ 31:1, 20+1 .6L+ 32:1, 20+1 .6L+ 33:1,2D+1.6L+ 34:1,2D+1.6L+ 35:1,2D+1.6L+ 36:1,2D+1.6L+ 37:1,2D+1.6L+ 40:1.2D+1.6W 41:1.2D+1.6W 42:1.2D+1.6W 43:1.2D+1.6W 44:1.2D+1.6W 45:1.2D+1.6W 46:1.2D+1.6W 47:1.2D+1.6W 50:1. 20+1 .OL+ 51:1.20+1.01+ 52:1. 20+1. OL+ 53:1.20+1.01+ 54:1.2D+1.0L+ 55:1.20+1. OL+ 56:1. 20+1. OL+ 57:1. 20+1 ,OL+ 58:1. 20+1 .OL+ 59:1.2D+1.0L+ 60:1. 20+1 .OL+ 61:1.2D+1.0L+ 62:1. 20+1 .OL+ 63:1.20+1.01+ 64:1.2D+1.0L+ 65:1.2D+1.0L+ 70:0.90+1 .6W 71:0.9D+1.6W 72:0.90+1. 6W 73:0.90+1. 6W 74:0.90+1 ,6W 75:0.90+1. 6W 76:0.90+1. 6W 77:0.90+1. 6W 80:0.90+1. OE( Horizontal FX (kip) -0.004 -0.034 -0.189 -0.362 -0.016 -0.195 -0.183 -0.326 -0.317 -0.060 -0.051 -1.098 1.040 -0.066 0.007 -0.858 -0.804 0.745 0.800 -0.906 0.639 -0.212 -0.055 -0.897 0.649 -0.203 -0.045 -0.771 -0.654 0.387 0.505 -0.763 -0.645 0.397 0.515 -1.091 1.048 -0.058 0.014 -0.851 -0.797 0.753 0.808 -0.801 Vertical FY (kip) 0.864 6.994 16.670 16.863 16.477 16.720 16.619 16.857 16.779 16.560 16.482 7.183 4.807 6.305 5.684 7.118 6.654 5.337 4.870 14.031 13.029 13.927 13.132 12.301 11.299 12.196 11.403 14.203 13.608 13.452 12.856 12.473 11.878 11.722 11.126 5.685 3.308 4.806 4.186 5.619 5.155 3.838 3.372 5.861 Horizontal FZ (kip) 0.041 0.327 1.122 1.122 1.122 0.957 1.287 0.995 1.250 0.994 1.249 0.284 0.277 -0.742 1.302 -0.483 1.049 -0.489 1.044 0.811 0.883 -0.329 2.022 0.729 0.801 -0.411 1.941 -0.062 1.701 -0.008 1.756 -0.144 1.620 -0.090 1.675 0.214 0.207 -0.812 1.232 -0.554 0.979 -0.559 0.975 0.215 Moment MX (kip-ft) 0.373 3.000 9.573 9.191 9.955 7.601 11.545 7.762 10.796 8.350 11.384 0.248 4.901 -9.540 14.680 -8.255 9.911 -4.766 13.400 5.632 9.002 -6.541 21.172 4.882 8.249 -7.289 20.416 -4.340 16.445 -1.812 18.972 -5.087 15.691 -2.562 18.216 -0.393 4.255 -10.180 14.034 -8.894 9.267 -5.408 12.752 0.626 MY (kipft) -0.058 -0.467 -1.355 -1.243 -1.467 -1.167 -1.542 -1.124 -1.413 -1.297 -1.585 0.285 -1.086 0.749 -1.549 0.975 -0.748 -0.053 -1.776 -0.562 -1.547 0.779 -2.888 -0.446 -1.430 0.895 -2.770 0.690 -2.060 -0.049 -2.799 0.806 -1.943 0.068 -2.682 0.384 -0.986 0.849 -1.448 1.075 -0.648 0.048 -1.675 0.133 MZ (kipft) -0.014 -0.113 0.084 2.078 -1.911 0.219 -0.052 1.722 1.514 -1.347 -1.555 12.168 -12.359 0.733 -0.927 9.724 8.478 -8.672 -9.916 7.339 -7.336 1.405 -1.403 7.365 -7.309 1.431 -1.376 6.557 4.452 -4.449 -6.555 6.583 4.478 -4.423 -6.527 12.190 -12.333 0.757 -0.903 9.747 8.501 -8.647 -9.891 7.246 FOR P95 COL. BASE CONNECTION. WIND LOAD CONTROL MAX MOMENT- 12 . 4 KIPS" PROVIDE 8-l"-20 A.B 23-1.25" BASEPL MOMENT CAPACITY =86KIP*FT OK! FT Print Time/Date: 07/10/2009 16:46 STAAD.Pro for Windows 20.07.04.12 Page 51 Print Run 10 of 12 mi ii jwuplliBI Software licensed to wwi Job Title LEGOLAND Job No 16390 Sheet No Rev 11 partTower-2 Ref By XY Dat<7-OCT-09 Chd Client CALIFORNIA File 16390 Tower-2.std Date/Time Q7-Oct-2009 16:36 Reactions Cont... Node 9600 L/C 81:0.9D+1.0E( 82:0.90+1. OE( 83:0.90+1. OE( 84:0.90+1. OE( 85:0.90+1. OE( 86:0.9D+1.0E( 87:0.90+1. OE( 88:0.90+1. OE( 89:0.90+1. OE( 90:0.90+1. OE( 91:0.9D+1.0E( 92:0.90+1. OE( 93:0.9D+1.0E( 94:0.90+1. OE( 95:0.90+1. OE( 1:DEADLOAD 21IVE LOAD 3:WIND-X 4:WIND-Z 5:EQ-X 6:EQ-Z 7:EQ-DW 10:1.40 (EQ.1f 20: .20+1 .6L( 30: ,20+1. 6L+ 31: .2D+1.6L+ 32: ,20+1. 6L+ 33: ,20+1 .6L+ 34:1, 20+1. 6L+ 35:1,2D+1.6L+ 36:1,2D+1.6L+ 37:1,2D+1.6L+ 40:1.2D+1.6W 41:1.2D+1.6W 42:1.2D+1.6W 43:1. 20+1. 6W 44:1. 20+1 .6W 45:1. 20+1. 6W 46:1.2D+1.6W 47:1. 20+1. 6W 50:1. 20+1. OL+ 51:1.2D+1.0L+ 52:1. 20+1. OL+ 53:1.2D+1.0L+ Horizontal FX (kip) 0.748 -0.105 0.053 -0.792 0.757 -0.097 0.061 -0.666 -0.548 0.495 0.614 -0.658 -0.540 0.504 0.623 0.013 0.028 -4.426 0.129 -3.681 0.263 0.002 0.018 0.064 -1.086 1.214 0.098 0.030 -0.794 -0.847 0.975 0.922 -7.064 7.098 0.223 -0.192 -5.139 -5.450 5.482 5.171 -3.631 3.726 0.313 -0.218 Vertical FY (kip) 4.859 5.755 4.965 4.133 3.131 4.026 3.237 6.032 5.440 5.281 4.688 4.303 3.712 3.552 2.959 4.516 7.683 -0.477 -0.098 -0.323 -0.208 0.784 6.323 17.709 17.585 17.833 17.683 17.735 17.594 17.634 17.784 17.824 4.656 6.180 5.261 5.577 4.729 4.965 5.871 6.109 13.561 14.207 13.672 14.097 Horizontal FZ (kip) 0.287 -0.928 1.430 0.133 0.205 -1.010 1.349 -0.660 1.108 -0.607 1.162 -0.742 1.027 -0.689 1.081 -0.222 -0.404 0.781 -1.962 0.511 -3.662 -0.039 -0.311 -0.915 -0.710 -1.119 -1.424 -0.406 -1.149 -0.366 -1 .464 -0.681 0.985 -1.521 -3.404 2.871 -1.681 3.026 -3.560 1.145 -0.196 -1.225 -4.366 2.945 Moment MX (kipft) 3.977 -11.536 16.136 -0.119 3.229 -12.279 15.385 -9.333 11.421 -6.820 13.934 -10.076 10.673 -7.565 13.184 -1.327 -2.409 5.164 -14.869 3.230 -27.661 -0.230 -1.859 -5.475 -4.113 -6.838 -9.357 -1.593 -7.414 -1.441 -9.510 -3.537 6.697 -9.905 -25.414 22.229 -13.238 22.492 -25.692 10.043 -0.975 -7.522 -31.997 23.506 MY (kipft) -0.849 1.472 -2.187 0.249 -0.733 1.587 -2.071 1.382 -1.362 0.646 -2.098 1.498 -1.246 0.762 -1.982 1.178 2.206 -4.904 0.982 -3.869 2.002 0.205 1.650 4.950 3.667 6.234 5.207 4.693 4.161 3.766 6.135 5.740 -6.446 9.278 2.988 -0.160 -3.301 -5.661 8.493 6.131 -0.059 7.717 5.840 1.818 MZ (kipft) -7.419 1.313 -1.487 7.273 -7.390 1.340 -1.459 6.463 4.363 -4.536 -6.636 6.489 4.390 -4.508 -6.607 0.652 1.164 32.832 -0.630 26.856 -1.286 0.114 0.913 2.634 11.217 -5.951 2.466 2.802 9.107 9.366 -4.099 -3.840 53.388 -51.866 -0.232 1.798 39.479 41.004 -39.459 -37.940 29.020 -24.920 0.744 3.366 FOR P96 COL. BASE CONNECTION. WIND LOAD CONTROL MAX MOMENT- 5 4 KIPS*] PROVIDE 8-1 "-17 A.I 20 1 25" BASFPL MOMENT CAPACITY =72KIP*FT OK! Print Time/Date: 07/10/2009 16:46 STAAD.Pro for Windows 20.07.04.12 Page 52 Print Run 11 of 12 9Z*rm§* WMvMjMl Software licensed to wwi Job Title LEGOLAND Job No 16390 Sheet No Rev 12 partTower-2 Ref By XY Date7-OCT-09 Chd Client CALIFORNIA File 16390 Tower-2.std |Datemme 07-Oct-2009 16:36 Reactions Cont... Node UC 54:1.20+1.01+ 55:1. 20+1 .OL+ 56:1. 20+1 .OL+ 57:1.2D+1.0L+ 58:1.20+1.01+ 59:1.20+1.01+ 60:1.20+1.01+ 61:1.20+1.01+ 62:1.2D+1.0L+ 63:1.2D+1.0L+ 64:1.20+1.01+ 65:1.20+1.01+ 70:0.90+1. 6W 71:0.9D+1.6W 72:0.90+1. 6W 73:0.90+1. 6W 74:0.90+1 .6W 75:0.90+1. 6W 76:0.90+1. 6W 77:0.90+1. 6W 80:0.90+1. OE( 81:0.9D+1.0E( 82:0.90+1. OE( 83:0.9D+1.0E( 84:0.90+1. OE( 85:0.90+1. OE( 86.0.9D+1.0E( 87:0.90+1. OE( 88:0.90+1. OE( 89:0.90+1. OE( 90:0.90+1. OE( 91:0.9D+1.0E( 92:0.90+1. OE( 93:0.90+1. OE( 94:0.90+1. OE( 95:0.90+1. OE( Horizontal FX (kip) -3.636 3.722 0.308 -0.223 -2.512 -2.910 3.006 2.607 -2.517 -2.916 3.001 2.603 -7.068 7.094 0.219 -0.196 -5.143 -5.454 5.479 5.168 -3.666 3.695 0.278 -0.250 -3.671 3.690 0.273 -0.254 -2.548 -2.944 2.972 2.576 -2.553 -2.949 2.967 2.572 Vertical FY (kip) 11.994 12.640 12.106 12.530 13.483 13.801 13.967 14.286 11.917 12.234 12.400 12.719 3.301 4.825 3.907 4.222 3.375 3.610 4.517 4.754 4.525 5.171 4.639 5.058 2.958 3.604 3.072 3.490 4.449 4.763 4.933 5.248 2.882 3.195 3.366 3.680 Horizontal FZ (kip) -0.118 -1.148 -4.289 3.023 -3.066 2.417 -3.838 1.645 -2.989 2.495 -3.761 1.723 1.051 -1.454 -3.338 2.938 -1.616 3.092 -3.493 1.213 0.273 -0.752 -3.899 3.421 0.350 -0.674 -3.822 3.499 -2.600 2.890 -3.368 2.121 -2.523 2.968 -3.291 2.199 Moment MX (kip-ft) -0.514 -7.052 -31.521 23.961 -22.605 19.021 -27.516 14.112 -22.135 19.475 -27.039 14.573 7.088 -9.498 -25.008 22.620 -12.840 22.879 -25.281 10.442 1.818 -4.673 -29.117 26.268 2.276 -4.207 -28.645 26.720 -19.761 21.777 -24.630 16.910 -19.295 22.228 -24.157 17.367 MY (kipft) -0.468 7.304 5.428 1.408 2.421 -0.595 8.253 5.237 2.011 -1.004 7.840 4.825 -6.796 8.921 2.634 -0.513 -3.652 -6.012 8.136 5.775 -2.610 5.141 3.270 -0.739 -3.018 4.729 2.859 -1.148 -0.137 -3.144 5.676 2.669 -0.547 -3.552 5.264 2.258 MZ (kipft) 28.783 -25.133 0.522 3.139 21.295 23.264 -19.158 -17.193 21.063 23.029 -19.371 -17.411 53.172 -52.041 -0.426 1.601 39.269 40.792 -39.638 -38.121 27.594 -26.201 -0.593 1.995 27.355 -26.416 -0.817 1.766 19.900 21.843 -20.444 -18.506 19.666 21.606 -20.659 -18.725 Print Time/Date: 07/10/2009 16:46 STAAD.Pro for Windows 20.07.04.12 Page 53 Print Run 12 of 12 <DO O<N P--O < Q OCD noID CC. 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