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1 LEGOLAND DR; STRUCT; PC2018-0050; Permit
PC2018-0050 1 LEGOLAND DR STRUCTURAL CALCS 10F 4 5TRUCTLJRAL <# 5Y5T1M5 E.NGIND.RING PROJECT 2020 STRUCTURAL CALCULATIONS SSE Project No. 18-029 .03/19/2019 11 3/19/19 STRUCTURAL SYSTEMS ENGINEERING, LLC 613 Hehtage Road Easley, SC 29640 864.505.9776 PC20I 8OO5O ILEGOLANDDR LEGOLAND: PROJECT 2020 (NEW 3-STORY RIDE BLDG, NEW OUTDOOR RIDE, TI TO 3 EXISTING BLDGS) DEV2018-0163 2111000900 3/2212019 PC2018-0050 STRUCTURAL \ 5Y5T.M5 ILNGINLIRING PROJECT 2020 STRUCTURAL CALCULATIONS TABLE OF CONTENTS P.2 GRAVITY BEAM CALCULATIONS P. 346GRAVITY COLUMN CALCULATIONS P. 378 STEEL BRACED FRAME CALCULATIONS P. 433 STRUCTURAL STEEL CONNECTION CALCULATIONS P. 509METAL ROOF DECK DIAPHRAGM CALCULATIONS P. 550CMU WALL CALCULATIONS P. 583 DROP TOWER FRAMING CALCULATIONS STRUCTURAL SYSTEMS ENGINEERING, LLC 613 Heritage Road Easley, SC 29640 864.505.9776 STRUCTURAL \ 5Y5TM5 I.NGINrRING GRAVITY BEAM CALCULATIONS STRUCTURAL SYSTEMS ENGINEERING, LLC 613 Heitage Road Easley, SC 29640 864.505.9776 Page 2 CG CF IN IN CC CS RAN Structural System V15.11.00.26. - Floor Plan: Level 2 DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 2.9 (;;) C) Tss 63 - 4 CM 205. - 207 - 209 200 224 225 — 202 — 232 233 234 — 227 230 231 186 153 152 — 187 - — 190 U, U, . 189 188 193 194 0 In 195 160 161 162 197 - - 184 - 183 - 182 169 ID 168 — 167 \ \\ \ — I I II I I I I _________ I -.111101 / (X) US (X) us UO Page T I I NEW a i ml 1! U- • _ I I I 1 Page 4 RAM Structural System V15.11.00.26. - Floor Plan: Level 3 DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 R( Structural System V15.11.00.26. - Floor Plan: Roof DataBase: SSE Lateral Model 11-1-18 OCBE' 11/01/18 12:55:43 jguion IIIIiIIlIULUIIIi iuiiilgllhitl IIIiIhllhiHII huullillu 11111 1' IlhlUilil imil IIHiii iIIiiPIi 05 (:~O ~56~ Page 5 € 18 Beam Design Criteria RAM Steel 15.11.00.26 RMISUutturaISym DataBase: SSE Lateral Model 11-1-18 OCBF %lBentiey- Building Code: IBC TABLES SELECTED: Master Steel Table: ramaisc Default Steel Table: ramaisc Alternate Steel Table: ramaisc UNBRACED LENGTH: Check Unbraced Length Do Not Consider Point of Inflection as Brace Point NoncompositefPrecomposite Beam Design: Deck Perpendicular to Beam Braces flange Deck Parallel to Beam does not Brace flange Calculate Cb for all Simple Span Beams Use Cb=i for all Cantilevers SPAN/DEPTH CRITERIA: Maximum Span/Depth Ratio (ft/ft): 0.00 COMPOSITE IEFF: Do Not Reduce leff per AISC 360 Commentary DEFLECTION CRITERIA: Default Criteria Lid delta (in) Unshored Initial (Construction Load): 0.0 0.0 Post Composite Live Load: 360.0 0.0 Total Superimposed: 240.0 0.0 Total (Init+Superimp-Camber): 240.0 0.0 Shored Dead Load: 0.0 0.0 Live Load: 360.0 0.0 Total Load: 240.0 0.0 Noncomposite Dead Load: 0.0 0.0 Live Load: 360.0 0.0 Total Load: 240.0 0.0 Note: 0.0 indicates No Limit CAMBER CRITERIA FOR COMPOSITE BEAMS: Do not Camber Beams with Span <0.0 ft Do not Camber Beams with Weight < 00 lbs/ft Do not Camber Beams with Weight> 1000.0 lbs/ft Do not Camber Beams with Depth <0.0 in Do not Camber Beams with Depth> 100.0 in Do not Camber Beams with Cantilevers Percent of Dead Load used for Camber: 80.00 (For Unshored Composite the specified % of Construction DL is used) Camber Increment (in): 0.250 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Page 6 Beam Design Criteria 12 RAM Steel 15.11.00.26 Page 2/2 RMiStuctwaPSystem DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 %113enttey-Building Code: IBC Steel Code: AISC 360-10 ASD Minimum Camber (in): 0.750 Maximum Camber (in): 4.000 CAMBER CRITERIA FOR NONCOMPOSITE BEAMS: Do not Camber Beams with Span <0.0 ft Do not Camber Beams with Weight < 0.0 lbs/ft Do not Camber Beams with Weight> 1000.0 lbs/ft Do not Camber Beams with Depth <0.0 in Do not Camber Beams with Depth> 100.0 in Do not Camber Beams with Cantilevers Percent of Dead Load used for Camber: 80.00 Camber Increment (in): 0.250 Minimum Camber (in): 0.750 Maximum Camber (in): 4.000 STUD CRITERIA: Stud Distribution: Use Optimum Maximum % of Full Composite Allowed: 100.00 Minimum % of Full Composite Allowed - Short Span: 25.00 Minimum % of Full Composite Allowed - Long Span: 50.00 Long Span Defined as Span Greater Than: 30.00 ft Maximum Rows of Studs Allowed: 3 Minimum Flange Width for 2 Rows of Studs (in): 5.500 Minimum Flange Width for 3 Rows of Studs (in): 8.500 Maximum Stud Spacing - Deck Parallel: Per Code Maximum Stud Spacing - Deck Not Parallel: Per Code Ductility of Shear Connection: Enforce AISC 360-16 Commentary 13.2d(l) for Spans greater than 30' WEB OPENING CRITERIA: Stiffener Fy (ksi): 36.000 Stiffener Dimensions Minimum Width (in): 1.000 Minimum Thickness (in): 0.250 Increment of Width (in): 0.250 Increment of Thickness (in): 0.125 Increment of Length (in): 1.000 Do Not Allow Stiffeners on One Side of web Allow Stiffeners on Two Sides of web Page 7 Joist Design Criteria RAM Slnicluial SyMm RAM Steel 15.11.. 00.26 IBenttey, DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 DEFAULT JOIST CRITERIA: Joists with Uniform Loads: Select from Standard Table: ramsji Tolerance for Variation of Uniform Load: 5.00 % Joists with Non-uniform Loads: Use Equivalent Uniform Load Method Maximum concentrated Loads (kips): 0.20 Tolerance for Variation of Loads: 5.00 % ALTERNATE JOIST CRITERIA: Joists with Uniform Loads: Select from Standard Table: ramsji Tolerance for Variation of Uniform Load: 5.00 % Joists with Non-uniform Loads: Use Equivalent Uniform Load Method Maximum concentrated Loads (kips): 0.20 Tolerance for Variation of Loads: 5.00 % JOIST GIRDERS: Tolerance for Variation of Point Loads: 5.00 % Tolerance for Spacing of Point Loads (in): 3.00 Maximum Uniform Load to Lump (k/ft): 0.10 JOIST SELECTION: Allowable Stress Ratio: 1.00 DEFLECTION CRITERIA: Default Criteria L/d delta (in) Dead Load: 0.0 0.0 Live Load: 360.0 0.0 Total Load: 240.0 0.0 Note: 0.0 indicates No Limit Page 8 Beam Summary RAM Steel 15.11.00.26 RAM SliuctuIISym DataBase: SSE Lateral Model 11-1-18 OCBF IBentteu Building Code: IBC STEEL BEAM DESIGN SUMMARY: Floor Type: Roof 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Bm # Length +Ma -Ma Mn/a Fy Beam Size Studs ft kip-ft kip-ft kip-ft ksi 58 28.39 21.8 0.0 173.7 50.0 W14X43 u 59 28.39 21.8 0.0 173.7 50.0 W14X43 u Floor Type: Level 3 Bm # Length +Ma -Ma Mn/L) Fy Beam Size Studs ft kip-ft kip-ft kip-ft ksi 1 5.31 1.5 0.0 82.8 50.0 W14X22 u 2 5.31 1.5 0.0 82.8 50.0 W14X22 u 3 5.31 1.5 0.0 82.8 50.0 W14X22 u 4 5.31 1.5 0.0 82.8 50.0 W14X22 u 13 29.15 94.4 0.0 165.9 50.0 W18X35 14 22.99 63.1 0.0 110.3 50.0 W16X26 15 29.15 156.9 0.0 238.0 50.0 W21X44 16 22.89 38.7 0.0 110.3 50.0 W16X26 u 17 24.30 104.7 0.0 165.9 50.0 W18X35 u 19 22.89 49.2 0.0 110.3 50.0 W16X26 u 20 24.30 52.6 0.0 165.9 50.0 W18X35 u 24 29.15 172.6 0.0 238.0 50.0 W21X44 25 22.89 38.7 0.0 110.3 50.0 W16X26 u 26 24.30 93.2 0.0 165.9 50.0 W18X35 u 61 19.28 41.0 0.0 110.3 50.0 W16X26 u 62 29.15 94.4 0.0 165.9 50.0 W18X35 63 22.89 49.2 0.0 110.3 50.0 W16X26 u 64 22.99 63.0 0.0 110.3 50.0 W16X26 65 24.30 53.5 0.0 110.3 50.0 W16X26 u 152 3.35 0.1 0.0 42.4 50.0 W8X18 u 154 3.35 0.1 0.0 42.4 50.0 W8X18 u 156 1.16 2.5 0.0 42.4 50.0 W8X:18 u 157 1.64 3.2 0.0 42.4 50.0 W8X18 u 158 3.35 0.1 0.0 42.4 50.0 W8X18 u 160 2.17 0.0 0.0 42.4 50.0 W8X18 u 1.61. 3.35 0.1 0.0 42.4 50.0 W8X18 u 165 3.34 0.1 0.0 42.4 50.0 W8X18 u 168 . 1.17 2.5 0.0 42.4 50.0 W8X18 u 170 3.34 0.1 0.0 42.4 50.0 W8X18 u 171 1.64 3.2 0.0 42.4 50.0 W8X18 u 173 3.34 0.1 0.0 42.4 50.0 W8X18 u 174 2.17 0.0 0.0 42.4 50.0 W8X18 u 179 3.34 0.1 0.0 42.4 50.0 W8X18 u 181 3.34 0.1 0.0 42.4 50.0 W8X18 U Page Beam Summary RAM Steel 15.11.00.26 RM SfliicturaISym DataBase: SSE Lateral Model 11-1-18 OCBF IBentiey Building Code: ffiC Page 2/9 11/01/18 12:55:43 Steel Code: ATSC 360-10 ASD Bm # Length +Ma -Ma iMn/Q Fy Beam Size Studs 183 3.34 0.1 0.0 42.4 50.0 W8X18 u 185 3.35 0.1 0.0 42.4 50.0 W8X18 u 186 3.35 0.1 0.0 42.4 50.0 W8X18 u 189 3.35 0.1 0.0 42.4 50.0 W8X18 u 1.90 1.16 2.5 0.0 42.4 50.0 W8X18 u 192 3.35 0.1 0.0 42.4 50.0 W8X18 u 193 1.64 3.2 0.0 42.4 50.0 W8X18 u 195 3.35 0.1 0.0 42.4 50.0 W8X18 u 196 2.17 0.0 0.0 42.4 50.0 W8X18 u 1.99 2.62 0.0 -4.3 3.29 0.0 -4.3 82.8 50.0 W14X22 u 200 2.62 0.0 -4.3 3.29 0.0 -4.3 82.8 50.0 W14X22 u 201 9.76 3.7 0.0 82.8 50.0 Wi.4X22 u 202 3.29 0.0 -4.3 82.8 50.0 W14X22 u 2.62 0.0 -4.3 203 3.29 0.0 -4.3 82.8 50.0 W14X22 u 2.62 0.0 -4.3 204 9.76 3.7 0.0 82.8 50.0 W14X22 u 205 13.67 74.5 -100.1 165.9 50.0 W18X35 3.93 0.0 -1.00.1 206 13.67 74.2 -92.8 165.9 50.0 W18X35 u 3.29 0.0 -92.8 207 24.30 54.1 0.0 82.8 50.0 W14X22 209 25.27 58.5 0.0 82.8 50.0 W14X22 21.0 13.67 49.0 0.0 107.5 50.0 W16X26 u 211 3.29 0.0 -92.8 13.67 79.7 -92.8 165.9 50.0 W18X35 u 212 3.93 0.0 -100.7 13.67 69.0 -100.7 165.9 50.0 W18X35 213 19.28 42.6 0.0 82.8 50.0 W14X22 u 215 29.15 69.3 0.0 110.3 50.0 W16)26 216 9.02 9.2 0.0 43.4 50.0 W12X1.4 u 217 13.86 88.9 0.0 110.3 50.0 W16X26 218 14.72 116.9 0.0 165.9 50.0 W18X35 u 219 9.02 39.0 0.0 110.3 50.0 Wi.6X26 u 220 24.30 41.5 0.0 82.8 50.0 W14X22 u 221 22.89 53.9 0.0 82.8 50.0 W14X22 222 36.65 :141.7 0.0 238.0 50.0 W21X44 223 14.72 103.7 0.0 110.3 50.0 W16X26 224 14.72 108.4 0.0 110.3 50.0 W16X26 225 29.15 88.2 0.0 134.7 50.0 W'16X31 226 22.89 53.8 0.0 82.8 50.0 W14X22 227 31.80 117.4 0.0 165.9 50.0 W18X35 228 31.80 105.6 0.0 '165.9 50.0 W18X35 Page 10 Beam Summary RAM Steel 15.11.00.26 RAM SfturturaISyam DataBase: SSE.Lateral Model 11-1-18 OCBF Benttey. Building Code: IBC Page 3/9 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Bm # Length +Ma -Ma Mn/0 Fy Beam Size Studs 229 5.70 0.5 0.0 92.8 50.0 W12X26 u 230 5.70 0.5 0.0 92.8 50.0 W12X26 u 231. 29.15 78.2 0.0 110.3 50.0 W16X26 233 20.43 38.2 0.0 82.8 50.0 W14X22 u 234 13.67 39.7 0.0 107.1 50.0 W16X26 u 235 29.15 77.8 0.0 110.3 50.0 W16X26 236 22.89 47.7 0.0 82.8 50.0 W14X22 237 31.80 94.5 0.0 165.9 50.0 W18X35 u 238 24.30 53.8 0.0 82.8 50.0 W'14X22 239 22.89 47.7 0.0 82.8 50.0 W14X22 240 36.65 126.1 0.0 195.6 50.0 W18X40 241 4.51 1.7 0.0 82.8 50.0 W:14X22 u 242 4.51 1.7 0.0 82.8 50.0 W14X22 u 243 11.37 7.2 0.0 92.8 50.0 W12X26 u 244 11.37 7.2 0.0 92.8 50.0 W12X26 u 245 24.30 54.3 0.0 82.8 50.0 W14X22 246 24.30 61.6 0.0 82.8 50.0 W14X22 247 22.89 48.2 0.0 82.8 50.0 W14X22 248 22.89 48.2 0.0 82.8 50.0 W14X22 249 25.27 58.8 0.0 82.8 50.0 W14X22 250 25.27 72.8 0.0 11.0.3 50.0 W16X26 251 29.15 78.6 0.0 110.3 50.0 W16X26 252 29.15 93.4 0.0 165.9 50.0 W18X35 u 253 22.89 48.2 0.0 82.8 50.0 W14X22 254 22.89 48.2 0.0 82.8 50.0 W14X22 255 20.43 38.4 0.0 82.8 50.0 W14X22 u 256 20.43 45.7 0.0 82.8 50.0 W14X22 u 257 4.63 0.2 0.0 42.4 50.0 W8X18 u 258 4.63 3.3 0.0 42.4 50.0 W8X18 u 259 4.63 6.4 0.0 42.4 50.0 W8X18 u 260 4.63 0.2 0.0 42.4 50.0 W8X:18 u 261 4.63 6.4 0.0 42.4 50.0 W8X18 u 262 1.17 2.5 0.0 42.4 50.0 W8X18 u 263 1.64 3.1 0.0 42.4 50.0 W8X18 u 264 4.63 3.3 0.0 42.4 50.0 W8X18 u 265 4.63 0.2 0.0 42.4 50.0 W8X18 u 266 2.17 0.0 0.0 42.4 50.0 W8X18 u 267 4.63 0.2 . 0.0 42.4 50.0 W8X18 u 268 4.63 0.2 0.0 42.4 50.0 W8X18 u 269 4.63 3.3 0.0 42.4 50.0 W8X18 u 270 4.63 6.4 0.0 42.4 50.0 W8X18 u 271 4.63 0.2 0.0 42.4 50.0 W8X18 u 272 4.63 6.4 0.0 42.4 50.0 W8X18 u 273 4.63 3.3 0.0 42.4 50.0 W8X18 u 274 4.63 0.2 0.0 42.4 50.0 W8X18 u Page 11 Beam Summary RAM Steel 15.11.00.26 Page 4/9 RAM StruzctwoISysm DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 BentLey. Building Code: IBC Steel Code: AISC 360-10 ASD Bm # Length ±M.a -Ma MnIQ Fy Beam Size Studs 275 4.63 0.2 0.0 42.4 50.0 W8X18 u Floor Type: Level 2 Bm # Length +Ma -Ma Mn/f2 Fy Beam Size Studs ft kip-ft kip-ft kip-ft ksi 1 5.31 1.5 0.0 82.8 50.0 W14X22 u 2 5.31 1.5 0.0 82.8 50.0 W14X22 u 3 5.31 1.5 0.0 82.8 50.0 W14X22 u 4 5.31 1.5 0.0 82.8 50.0 W14X22 u 13 29.15 88.7 0.0 165.9 50.0 W18X35 u 14 22.99 79.2 0.0 110.3 50.0 W16X26 1.5 29.15 168.5 0.0 238.0 50.0 W21X44 16 22.89 106.0 0.0 165.9 50.0 W18X35 u 17 24.30 136.7 0.0 165.9 50.0 W18X35 19 22.89 89.0 0.0 165.9 50.0 W18X35 u 20 24.30 58.0 0.0 165.9 50.0 W18X35 u 24 29.15 188.6 0.0 238.0 50.0 W21X44 25 22.89 106.9 0.0 165.9 50.0 W18X35 u 26 24.30 122.6 0.0 165.9 50.0 W18X35 61 19.28 63.4 0.0 110.3 50.0 W16X26 u 62 29.15 84.0 0.0 165.9 50.0 W18X35 u 63 22.89 89.8 0.0 165.9 50.0 W18X35 u 64 22.99 81.0 0.0 110.3 50.0 W16X26 65 24.30 59.6 0.0 165.9 50.0 W18X35 u 66 3.34 0.1 0.0 42.4 50.0 W8X18 u 67 1.27 0.0 0.0 42.4 50.0 W8X18 u 70 3.34 0.1 0.0 42.4 50.0 W8X18 u 71 1.80 3.4 0.0 42.4 50.0 W8X18 u 78 3.29 0.0 0.0 42.4 50.0 W8X18 u 80 3.29 4.9 0.0 42.4 50.0 W8X18 u 83 3.29 4.9 0.0 42.4 50.0 W8X18 u 85 3.29 0.0 0.0 42.4 50.0 W8X18 u 88 3.34 0.1 0.0 42.4 50.0 W8X18 u 92 3.34 0.l 0.0 42.4 50.0 W8X18 u 95 3.34 0.1 0.0 42.4 50.0 W8X18 u 98 3.34 0.1 0.0 42.4 50.0 W8X18 u 100 2.28 3.7 0.0 42.4 50.0 W8X18 u 101 3.34 0.1 0.0 42.4 50.0 W8X18 u 103 2.81 0.1 0.0 42.4 50.0 W8X18 u 104 3.34 0.1 0.0 . 42.4 50.0 W8X18 u 109 3.34 0.1 0.0 42.4 50.0 W8X18 u 110 1.27 0.0 0.0 42.4 50.0 W8X18 u 120 3.34 0.1 0.0 42.4 50.0 W8X'18 u 121 1.80 3.4 0.0 42.4 50.0 W8X18 u 123 3.34 0.1 0.0 42.4 50.0 W8X18 u Page 12 Beam Summary IM RAM Steel 15.11.00.26 Page 5/9 RAM SliuclwoISym DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 ieenttey, Building Code: IBC Steel Code: AISC 360-10 ASD Bm # Length +Ma -Ma .Mn/Q Fy Beam Size Studs 124 2.28 3.7 0.0 42.4 50.0 W8XI.8 u 126 3.34 0.1 0.0 42.4 50.0 W8X18 u 127 2.81 0.1 0.0 42.4 50.0 W8X18 u 129 3.29 0.0 0.0 42.4 50.0 W8X18 u 1,31. 3.29 4.9 0.0 42.4 50.0 W8X18 u 133 3.29 4.9 0.0 42.4 50.0 W8X18 u 135 3.29 0.0 0.0 42.4 50.0 W8X18 u 137 3.34 0.1 0.0 42.4 50.0 W8X18 u 138 1.57 0.0 0.0 42.4 50.0 W8X18 u 140 3.34 0.1 0.0 42.4 50.0 W8X18 u 141 2.13 3.6 0.0 42.4 50.0 W8X18 u 143 3.34 0.1 0.0 42.4 50.0 W8X18 u 144 2.64 3.9 0.0 42.4 50.0 W8X18 u 146 3.34 0.1 0.0 42.4 50.0 W8X18 u 147 3.20 0.1 0.0 42.4 50.0 W8X18 u 150 14.72 108.6 0.0 165.9 50.0 W18X35 u 151 3.93 0.0 -97.9 13.67 75.5 -97.8 164.7 50.0 W18X35 152 13.86 89.0 0.0 11.0.3 50.0 W'16X26 153 13.86 157.9 0.0 165.9 50.0 W18X35 154 19.28 64.5 0.0 82.8 50.0 W1 4X22 155 2.81 0.1 0.0 42.4 50.0 W8X18 u 156 2.28 3.6 0.0 42.4 50.0 W8X18 u 157 1.80 3.2 0.0 42.4 50.0 W8X18 u 158 1.27 0.0 0.0 42.4 50.0 W8X18 u 160 29.15 78.2 0.0 110.3 50.0 W16X26 162 20.43 38.2 0.0 82.8 50.0 W14X22 u 163 13.67 41.0 0.0 107.8 50.0 W16X26 u 166 3.29 0.0 -96.8 13.67 92.5 -96.8 165.9 50.0 W18X35 167 20.43 49.6 0.0 82.8 50.0 W14)22 u 168 22.89 88.3 0.0 110.3 50.0 W16X26 169 29.15 96.2 0.0 134.7 50.0 W16X31 170 4.63 0.2 0.0 42.4 50.0 W8X18 u 171 4.63 6.4 0.0 42.4 50.0 W8X18 u 172 4.63 3.3 0.0 42.4 50.0 W8X18 u 173 4.63 0.2 0.0 42.4 50.0 W8X18 u 174 4.63 0.2 0.0 42.4 50.0 W8X18 u 175 4.63 3.3 0.0 42.4 50.0 W8X18 u 176 4.63 6.4 0.0 42.4 50.0 W8X18 u 177 4.63 0.2 0.0 42.4 50.0 W8X18 u 178 4.56 0.0 0.0 42.4 50.0 W8X18 u 179 4.56 9.7 0.0 42.4 50.0 W8X18 u 180 4.56 9.7 0.0 42.4 50.0 W8X18 u 181 4.56 0.0 0.0 42.4 50.0 W8X18 U Page 13 Beam Summary 13 RAM Steel 15.11.00.26 RAM SmIctwaISystem DataBase: SSE Lateral Model 11-1-18 OCBF IBenttey Building Code: IBC Page 6/9 11/01/18 12:55:43 Steel Coder AISC 360-10 ASD Bm # Length +Ma -Ma Mn/0 Fy Beam Size Studs 182 20.43 38.4 0.0 82.8 50.0 W14X22 u 183 22.89 48.2 0.0 82.8 50.0 W14X22 1.84 29.15 78.6 0.0 110.3 50.0 W16X26 185 14.72 96.0 0.0 165.9 50.0 W18X35 u 186 24.30 47.4 0.0 82.8 50.0 W14X22 187 31.80 117.4 0.0 165.9 50.0 W18X35 188 31.80 105.6 0.0 165.9 50.0 W18X35 189 22.89 53.8 0.0 82.8 50.0 W14X22 190 29.15 59.3 0.0 110.3 50.0 W16X26 191 5.70 0.5 0.0 92.8 50.0 W12X26 u 192 5.70 0.5 0.0 92.8 50.0 W12X26 u 193 29.15 77.8 0.0 110.3 50.0 W16X26 194 22.89 47.7 0.0 82.8 50.0 W14X22 195 31.80 94.5 0.0 165.9 50.0 W18X35 u 196 4.51 1.7 0.0 82.8 50.0 W14X22 u 197 11.37 7.2 0.0 92.8 50.0 W12X26 u 200 24.30 54.1 0.0 82.8 50.0 W14X22 202 25.27 58.5 0.0 82.8 50.0 W14X22 203 13.67 49.9 0.0 107.9 50.0 W16X26 u 204 24.30 67.0 0.0 110.3 50.0 W16X26 205 24.30 54.3 0.0 82.8 50.0 W14X22 206 22.89 88.9 0.0 110.3 50.0 W16X26 207 22.89 48.2 0.0 82.8 50.0 W14X22 208 25.27 73.8 0.0 110.3 50.0 W16X26 209 25.27 58.8 0.0 82.8 50.0 W14X22 210 4.63 0.2 0.0 42.4 50.0 W8X18 u 211 4.63 6.4 0.0 42.4 50.0 W8X18 u 212 4.63 3.3 0.0 42.4 50.0 W8X18 u 21.3 4.63 0.2 0.0 42.4 50.0 W8X18 u 214 4.56 0.0 0.0 42.4 50.0 W8X18 u 215 4.56 9.7 0.0 42.4 50.0 W8X18 u 216 4.56 9.7 0.0 42.4 50.0 W8X18 u 217 4.56 0.0 0.0 42.4 50.0 W8X18 u 218 4.63 0.2 0.0 42.4 50.0 W8X18 u 219 4.63 6.4 0.0 42.4 50.0 W8X18 u 220 4.63 3.3 0.0 42.4 50.0 W8X18 u 221 4.63 0.2 0.0 42.4 50.0 W8X18 u 222 13.67 81.6 -98.5 165.0 50.0 W18X35 3.93 0.0 -98.5 223 14.72 161.3 0.0 165.9 50.0 W18X35 226 13.67 86.6 -92.0 165.9 50.0 W18X35 u 3.29 0.0 -92.0 227 24.30 60.7 0.0 82.8 50.0 W14X22 229 14.72 117.0 0.0 165.9 50.0 W18X35 u 230 22.89 53.8 0.0 82.8 50.0 W14X22 Page 14 Beam Summary CI RAM Steel 15.11.00.26 RAMStrurtwoISym DataBase: S SE, Lateral Model 11-1-18 OCBF BentLey Building Code: IBC Page 7/9 11/01/18 12:55:43 Steel Code: ATSC 360-10 ASD Bm # Length +M.a -Ma Mn/0 Fy Beam Size Studs 231 36.65 142.0 0.0 226.3 50.0 W18X46 u 232 24.30 53.8 0.0 82.8 50.0 W14X22 233 22.89 47.7 0.0 82.8 50.0 W14X22 234 36.65 126.1 0.0 195.6 50.0 W18X40 235 4.51 1.7 0.0 82.8 50.0 W14X22 u 236 11.37 7.2 0.0 92.8 50.0 W12X26 u * after Size denotes beam failed stress/capacity criteria. # after Size denotes beam failed deflection criteria. u after Size denotes this size has been assigned by the User. Page 15 Beam Summary RAM Steel 15.11.00.26 Page 8/9 RAMStrurtwaISy5m DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/1812:55:43 %lBenttey-Building Code: IBC Steel Code: AISC 360-10 ASD JOIST SELECTION SUMMARY: Floor Type: Roof Standard Joists: Joist # Length WDL WLL WTL Joist 4 29.15 105.7 117.4 223.1 20K3 5 33.30 105.7 117.4 223.1 22K4 6 37.45 105.7 115.8 221.5 24K5 7 41.60 105.7 113.0 218.6 28K6 8 41.83 105.7 112.1 217.8 28K6 9 41.83 105.7 112.1 217.8 28K6 10 41.83 105.7 112.1 217.8 28.K6 11 41.83 105.7 112.1 217.8 28K6 12 41.83 105.7 112.8 218.5 28K6 13 37.71 105.7 115.6 221.3 26K5 14 33.48 105.7 117.4 223.1 22K4 15 29.24 105.7 117.4 223.1 20K3 16 35.67 105.7 116.3 222.0 24K4 17 35.67 105.7 116.3 222.0 24K4 18 35.67 105.7 116.3 222.0 24K4 19 35.67 105.7 116.3 222.0 24K4 20 35.67 106.3 117.0 223.3 24K4 21 35.67 105.7 116.3 222.0 24K4 22 35.67 105.7 116.4 222.1 24K4 23 35.67 105.7 116.3 222.0 24K4 24 35.67 105.7 116.3 222.0 24K4 25 35.67 105.7 116.3 222.0 24K4 26 35.67 105.7 116.3 222.0 24K4 27 35.67 105.7 116.3 222.0 24K4 28 35.67 105.7 116.3 222.0 24K4 29 35.67 105.7 116.3 222.0 24K4 30 35.67 105.7 116.3 222.0 24K4 31 35.67 105.7 116.3 222.0 24K4 32 35.67 106.3 117.0 223.3 24K4 33 35.67 105.7 116.3 222.0 24.K4 34 35.67 105.7 116.4 222.1 24K4 35 35.67 105.7 116.3 222.0 24.K4 36 35.67 105.7 116.3 222.0 24K4 37 35.67 105.7 116.3 222.0 24K4 38 35.67 105.7 116.3 222.0 24K4 39 35.67 105.7 116.3 222.0 24.K4 40 29.15 105.7 117.4 223.1 20K3 41 33.30 105.7 117.4 223.1 22K4 42 37.45 105.7 115.8 221.5 24K5 43 41.60 105.7 113.0 218.6 28K6 Page 16 Beam Summary RAM. Steel 15.11.00.26 RAM SflufluaISytem DataBase: SSE Lateral Model 11-1-18 OCBF %Iftnttey-Building Code: IBC Joist # Length WDL WLL WTL Joist 44 41.83 105.7 112.1 217.8 28K6 45 41.83 105.7 112.1 217.8 28K6 46 41.83 105.7 1.12.1 217.8 28K6 47 41.83 105.7 112.1 217.8 28K6 48 41.83 105.7 112.8 218.5 28K6 49 37.71 105.7 115.6 221.3 26K5 50 33.48 105.7 117.4 223.1 22K4 51 29.24 105.7 117.4 223.1 20K3 56 28.39 67.5 75.0 142.5 16K2 57 28.39 67.5 75.0 142.5 16K2 Page 9/9 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Special Joists: Joist # Length +M -M Joist Size 1 76.33 819.2 0.0 XXGSP 2 76.33 819.2 0.0 XXGSP 52 38.17 195.7 0.0 XXGSP 53 45.67 277.8 0.0 XXGSP * after Size denotes joist is inadequate. u after Size denotes this size has been assigned by the User. Page 17 U Gravity Beam Design RAM Steel 15.11.00.26 RMS!nzctwaISystem DataBase: SSE Lateral Model 11-1-18 OCB.F 1.1/01/1812:55:43 jBent(ey. Building Code: IBC Steel Code: AISC 360-10 ASD Floor Type: Roof Beam Number = 1 SPAN INFORMATION (ft: 1-End (0.00,41.83) J-End (76.33,41.83) Joist Size (Optimum) = XXGSP Total Beam Length (ft) = 76.33 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 5.872 1.88 0.00 0.0 0.00 0.00 0.0 2.09 40.0 0.00 5.872 1.54 0.00 0.0 0.00 0.00 0.0 1.71 40.0 0.00 11.744 1.88 0.00 0.0 0.00 0.00 0.0 2.09 40.0 0.00 11.744 1.76 0.00 0.0 0.00 0.00 0.0 1.95 40.0 0.00 17.615 1.88 0.00 0.0 0.00 0.00 0.0 2.09 40.0 0.00 17.615 1.97 0.00 0.0 0.00 0.00 0.0 2.19 40.0 0.00 23.487 1.88 0.00 0.0 0.00 0.00 0.0 2.09 40.0 0.00 23.487 2.19 0.00 0.0 0.00 0.00 0.0 2.44 40.0 0.00 29.359 1.89 0.00 0.0 0.00 0.00 0.0 2.10 40.0 0.00 29.359 2.21 0.00 0.0 0.00 0.00 0.0 2.46 40.0 0.00 35.231 1.88 0.00 0.0 0.00 0.00 0.0 2.09 40.0 0.00 35.231 2.21 0.00 0.0 0.00 0.00 0.0 2.46 40.0 0.00 41.103 1.88 0.00 0.0 0.00 0.00 0.0 2.09 40.0 0.00 41.103 2.21 0.00 0.0 0.00 0.00 0.0 2.46 40.0 0.00 46.974 1.88 0.00 0.0 0.00 0.00 0.0 2.09 40.0 0.00 46.974 2.21 0.00 0.0 0.00 0.00 0.0 2.46 40.0 0.00 52:846 1.88 0.00 0.0 0.00 0.00 0.0 2.09 40.0 0.00 52.846 2.21 0.00 0.0 0.00 0.00 0.0 2.45 40.0 0.00 58.718 1.88 0.00 0.0 0.00 0.00 0.0 2.09 40.0 0.00 58.718 1.99 0.00 0.0 0.00 0.00 0.0 2.21 40.0 0.00 64.590 1.88 0.00 0.0 0.00 0.00 0.0 2.09 40.0 0.00 64.590 1.76 0.00 0.0 0.00 0.00 0.0 1.96 40.0 0.00 70.462 1.88 0.00 0.0 0.00 0.00 0.0 2.09 40.0 0.00 70.462 1.54 0.00 0.0 0.00 0.00 0.0 1.71 40.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.000 0.000 --- NonR 0.000 76.333 0.000 0.000 0.000 MOMENTS: Span Cond Moment kip-ft ft Center Max+ 819.2 41.1 REACTIONS (kips): Left Right DL reaction 23.20 23.22 Max +LL reaction 15.47 15.48 Max +total reaction 38.67 38.70 Page 18 U Special Joist Selection RAM Steel 15.11.00.26 RAMStrutuiaISy.m DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 IBentLey' Building Code: IBC Floor Type: Roof Beam Number = 2 SPAN INFORMATION (ft): I-End (0.00,113.17) J-End (76.33,1 13.17) Joist Size (Optimum) = XXGSP Total Beam Length (fi) = 76.33 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 5.872 1.54 0.00 0.0 0.00 0.00 0.0 1.71 40.0 0.00 5.872 1.88 0.00 0.0 0.00 0.00 0.0 2.09 40.0 0.00 11.744 1.76 0.00 0.0 0.00 0.00 0.0 1.95 40.0 0.00 11.744 1.88 0.00 0.0 0.00 0.00 0.0 2.09 40.0 0.00 17.615 1.97 0.00 0.0 0.00 0.00 0.0 2.19 40.0 0.00 17.615 1.88 0.00 0.0 0.00 0.00 0.0 2.09 40.0 0.00 23.487 2.19 0.00 0.0 0.00 0.00 0.0 2.44 40.0 0.00 23.487 1.88 0.00 0.0 0.00 0.00 0.0 2.09 40.0 0.00 29.359 2.21 0.00 0.0 0.00 0.00 0.0 2.46 40.0 0.00 29.359 1.89 0.00 0.0 0.00 0.00 0.0 2.10 40.0 0.00 35.231 2.21 0.00 0.0 000 0.00 0.0 2.46 40.0 0.00 35.231 1.88 0.00 0.0 0.00 0.00 0.0 2.09 40.0 0.00 41.103 2.21. 0.00 0.0 0.00 0.00 0.0 2.46 40.0 0.00 41.103 1.88 0.00 0.0 0.00 0.00 0.0 2.09 40.0 0.00 46.974 2.21 0.00 0.0 0.00 0.00 0.0 2.46 40.0 0.00 46.974 1.88 0.00 0.0 0.00 0.00 0.0 2.09 40.0 0.00 52.846 2.21 0.00 0.0 0.00 . 0.00 0.0 2.45 40.0 0.00 52.846 1.88 0.00 0.0 0.00 0.00 0.0 2.09 40.0 0.00 58.718 1.99 0.00 0.0 0.00 0.00 0.0 2.21 40.0 0.00 58.718 1.88 0.00 0.0 0.00 0.00 0.0 2.09 40.0 0.00 64.590 1.76 0.00 0.0 0.00 0.00 0.0 1.96 40.0 0.00 64.590 1.88 0.00 0.0 0.00 0.00 0.0 2.09 40.0 0.00 70.462 1.54 0.00 0.0 0.00 0.00 0.0 1.71 40.0 0.00 70.462 1.88 0.00 0.0 0.00 0.00 0.0 2.09 40.0 0.00 LINE LOADS (k/ft: Load Dist DL LL Red% Type PartL 1 0.000 0.000 0.000 --- NonR 0.000 76.333 0.000 0.000 . 0.000 MOMENTS: Span Cond Moment kip-ft ft Center Max + 819.2 41.1 REACTIONS (kips): Left Right DL reaction 23.20 23.22 S Max +LL reaction 15.47 15.48 Max +total reaction 38.67 38.70 Page 19 Allowable Loads (lbs/ft) 167.5 240.6 In Standard Joist Selection RAM Steel 15.11.00.26 RAM Siniciural Syitum DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/181.2:55:43 ieenttey, Building Code: IBC Floor Type: Roof Beam Number = 4 SPAN INFORMATION (ft): I-End (5.87,12.68) J-End (5.87,41.83) Joist Size (Optimum) = 20K3 Total Beam Length (ft) = 29.15 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.000 0.000 --- NonR 0:000 4.149 0.023 0.000 0.000 2 0.000 0.000 0.000 0.0% Roof 0.000 4.149 0.029 0.059 0.000 3 4.149 0.023 0.000 --- NonR 0.000 29.149 0.023 0.000 0.000 4 4.149 0.029 0.059 0.0% Roof 0.000 29.149 0.029 0.059 0.000 5 0.000 0.023 0.000 --- NonR 0.000 29.149 0.023 0.000 0.000 6 0.000 0.029 0.059 0.0% Roof 0.000 29.149 0.029 0.059 0.000 7 0.000 0.000 0.000 --- NonR 0.000 29.149 0.000 0.000 0.000 Maximum Total Unif. Load at any location (lbs/ft): 223.1 Maximum Allowable Total Unif. Load at any location (lbs/ft): 550.0 Allowable Stress Ratio: 1.00 Design Loads Dead: 105.7 Live: 117.4 Total: 223.1 MOMENTS: Span Cond Moment kip-ft Center Max+ 23.5 REACTIONS (kips): Left Right DL reaction 1.44 1.54 Max +LL reaction 1.60 1.71 Max +total reaction 3.03 3.24 DEFLECTIONS: Dead load (in) = 0.613 LID = 570 Live load (in) = 0.681 LID = 513 Total load (in) = 1.295 LID = 270 Page 20 Standard Joist Selection RAM Steel 15.11.00.26 RAMSwalSyim DataBase: SSE Lateral Model 11-1-18 OCBF IBentLey, Building Code: IBC Floor Type: Roof Beam Number = 5 SPAN INFORMATION (ft): I-End (11.74,8.54) J-End (11.74,41.83) Joist Size (Optimum) = 22K4 Total Beam Length (ft) = 33.30 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.000 0.000 --- NonR 0.000 4.149 0.023 0.000 0.000 2 0.000 0.000 0.000 0.0% Roof 0.000 4.149 0.029 0.059 0.000 3 4.149 0.023 0.000 --- NonR 0.000 33.298 0.023 0.000 0.000 4 4.149 0.029 0.059 0.0% Roof 0.000 33.298 0.029 0.059 0.000 5 0.000 0.023 0.000 --- NonR 0.000 33.298 0.023 0.000 0.000 6 0.000 0.029 0.059 0.0% Roof 0.000 33.298 0.029 0.059 . 0.000 7 0.000 0.000 0.000 --- NonR 0.000 33.298 0.000 0.000 0.000 Maximum Total Unif. 'Load at any location (lbs/ft): 223.1 Maximum Allowable Total Unif. Load at any location (lbs/ft): 550.0 Allowable Stress Ratio: 1.00 11/01/18 12:55:43 Design 'Loads Dead: 105.7 'Live: 117.4 Total: 223.1 MOMENTS: Span Cond Moment kip-ft Center Max+ 30.8 REACTIONS (kips): Allowable Loads (lbs/ft) 159.5 239.3 ft 16.7 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Total load (in) Left Right 1.65 1.76 1.84 '1.95 3.49 3.71 = 0.735 'LID = 543 = 0.817 LID = 489 = 1.552 'L/D = 257 Page 21 U Standard Joist Selection RAM Steel 15.11.00.26 RMI Snuctutal Syatum DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/181.2:55:43 IBenttey Building Code: IBC Floor Type: Roof Beam Number = 6 SPAN INFORMATION (ft): I-End (17.62,4.39) J-End (17.62,41.83) Joist Size (Optimum) = 24K5 Total Beam Length (ft) = 37.45 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.000 0.000 --- NonR 0.000 4.149 0.023 0.000 0.000 2 0.000 0.000 0.000 1.4% Roof 0.000 4.149 0.029 0.059 0.000 3 4.149 0.023 0.000 --- NonR 0.000 37.447 0.023 0.000 0.000 4 4.149 0.029 0.059 1.4% Roof 0.000 37.447 0.029 0.059 0.000 5 0.000 0.023 0.000 --- NonR 0.000 37.447 0.023 0.000 0.000 6 0.000 0.029 0.059 1.4% Roof 0.000 37.447 0.029 0.059 0.000 7 0.000 0.000 0.000 --- NonR 0.000 37.447 0.000 0.000 0.000 Maximum Total Unif. Load at any location (lbs/ft): 221.5 Maximum Allowable Total Unif. Load at any location (lbs/ft): 550.0 Allowable Stress Ratio: 1.00 Design Loads Dead: 105.7 Live: 115.8 Total: 221.5 MOMENTS: Span Cond Moment kip-ft Center Max+ 38.7 REACTIONS (kips): Allowable Loads (lbs/ft) 149.6 224.5 ft 18.8 Left Right DL reaction 1.87 1.97 Max +LL reaction 2.05 2.16 Max +total reaction 3.93 4.14 DEFLECTIONS: Dead load (in) = 0.882 LID = 510 Live load (in) = 0.966 LID = 465 Total load (in) = 1.848 LID = 243 Page 22 U Standard Joist Selection RAM Steel 15.11.00.26 RAM Stniciural Sym DataBase: SSE Lateral Model 11-1-18 OCBF 1,1/01/1812:55:43 IBenttey Building Code: IBC Floor Type: Roof Beam Number = 7 SPAN INFORMATION :(ft): 1-End (23.49,0.24) J-End (23.49,41.83) Joist Size (Optimum) = 28K6 Total Beam Length (ft) = 41.60 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.000 0.000 --- NonR 0.000 4.149 0.023 0.000 0.000 2 0.000 0.000 0.000 3.8% Roof 0.000 4.149 0.029 0.059 0.000 3 4.149 0.023 0.000 --- NonR 0.000 41.596 0.023 0.000 0.000 4 4.149 0.029 0.059 3.8% Roof 0.000 41.596 0.029 0.059 0.000 5 0.000 0.023 0.000 --- NonR 0.000 41.596 0.023 0.000 0.000 6 0.000 0.029 0.059 3.8% Roof 0.000 41.596 0.029 0.059 0.000 7 0.000 0.000 0.000 --- NonR 0.000 41.596 0000 0.000 0.000 Maximum Total Unif Load at any location (lbs/fl): 218.6 Maximum Allowable Total Unif. Load at any location (lbs/fl): 550.0 Allowable Stress Ratio: 1.00 Design Loads Allowable Loads (lbs/fl) Dead: 1057 Live: 113.0 162.8 Total: 218.6 244.3 MOMENTS: Span Cond Moment kip-ft ft Center Max + 47.1 20.8 REACTIONS (kips): Left Right DL reaction 2.09 2.19 Max +LL reaction 2.24 2.35 Max +total reaction 4.33 4.54 DEFLECTIONS: Dead load (in) = 0.900 LID = 555 Live load (in) = 0.962 LID = 519 Total load (in) = 1.862 L/D = 268 Page 23 Standard Joist Selection RAM Steel 15.11.00.26 RAMSftuctwaISpm DataBase: SSE Lateral Model fl-1-18 OCBF IBentIey, Building Code: IBC Floor Type: Roof Beam Number =8 SPAN INFORMATION (ft): I-End (29.36,0.00) J-End (29.36,41.83) Joist Size (Optimum) = 28K6 Total Beam Length (ft) = 41.83 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1. 0.000 0.022 0.000 --- NonR 0.000 0.237 0.023 0.000 0.000 2 0.000 0.028 0.055 4.6% Roof 0.000 0.237 0.029 0.059 0.000 3 0.238 0.023 0.000 --- NonR 0.000 41.833 0.023 0.000 0.000 4 0.238 0.029 0.059 4.6% Roof 0.000 41.833 0.029 0.059 0.000 5 0.000 0.023 0.000 --- NonR 0.000 41.833 0.023 0.000 0.000 6 0.000 0.029 0.059 4.6% Roof 0.000 41.833 0.029 0.059 0.000 7 0.000 0.000 0.000 --- NonR 0.000 41.833 0.000 0.000 0.000 Maximum Total Unif. Load at any location (lbs/ft): 217.8 Maximum Allowable Total Unif. Load at any location (lbs/ft): 550.0 Allowable Stress Ratio: 1.00 11/01/18 12:55:43 Design Loads Dead: 105.7 Live: 112.1 Total: 217.8 MOMENTS: Span Cond Moment kip-ft Center Max + 47.6 REACTIONS (kips): Allowable Loads (lbs/ft) 160.0 240.0 ft 20.9 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Total load (in) Left Right 2.21 2.21 2.34 2.34 4.55 4.55 = 0.921 LID = 545 = 0.977 LID = 514 = 1.898 LID = 264 Page 24 Standard Joist Selection RAM Steel 15.11.00.26 RAM SfluzctwISym DataBase: SSE Lateral Model 114-18 OCBF 11/01/18 12:55:43 IBenttey Building Code: .IBC Floor Type: Roof Beam Number =9 SPAN INFORMATION (ft): I-End (35.23,0.00) J-End (35.23,41.83) Joist Size (Optimum) = 28K6 Total Beam Length (ft) = 41.83 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.047 0.000 --- NonR 0.000 41.833 0.047 0.000 0.000 2 0.000 0.059 0.117 4.6% Roof 0.000 41.833 0.059 0.117 0.000 3 0.000 0.000 0.000 --- NonR 0.000 41.833 0.000 0.000 0.000 Maximum Total Unif. Load at any location (lbs/ft): 217.8 Maximum Allowable Total Unif. Load at any location (lbs/ft): 550.0 Allowable Stress Ratio: 1.00 Design Loads Dead: 105.7 Live: 112.1 Total: 217.8 MOMENTS: Span Cond Moment kip-ft Center Max + 47.6 REACTIONS (kips): Allowable Loads (lbs/ft) 160.0 240.0 ft 20.9 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Total load (in) Left Right 2.21 2.21 2.34 2.34 4.55 4.55 = 0.921 L/D = 545 = 0.977 LID = 514 = 1.898 L/D = 265 Page 25 U Standard Joist Selection RAM Steel 15.11.00.26 RAMSIzuciuralSysiEm DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 IBenttey Building Code: IBC Floor Type: Roof Beam Number = 10 SPAN INFORMATION (ft): I-End (41.10,0.00) J-End (41.10,41.83) Joist Size (Optimum) = 28K6 Total Beam Length (ft) = 41.83 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.047 0.000 --- NonR 0.000 41.833 0.047 0.000 0.000 2 0.000 0059 0.117 4.6% Roof 0.000 41.833 0.059 0.117 0.000 3 0.000 0000 0.000 --- NonR 0.000 41.833 0000 0.000 0.000 Maximum Total Unif. Load at any location (lbs/ft): 217.8 Maximum Allowable Total Unif, Load at any location (lbs/ft): 550.0 Allowable Stress Ratio: 1.00 Design Loads Dead: 105.7 Live: 112.1 Total: 217.8 MOMENTS: Span Cond Moment kip-ft Center Max + 47.6 REACTIONS (kips): Allowable Loads (lbs/ft) 160.0 240.0 ft 20.9 Left Right DL reaction 2.21 2.21 Max +LL reaction 2.34 2.34 Max +total reaction 4.55 4.55 DEFLECTIONS: Dead load (in) = 0.921' L/D = 545 Live load (in) = 0.977 LID = 514 Total load (in) = 1.898 L/D = 265 Page 26 Is Standard Joist Selection RAM Steel 15.11.00.26 RAMStru,lwaISy:m DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 iBentLey, Building Code: IBC Floor Type: Roof Beam Number = 11 SPAN INFORMATION (ft): I-End (46.97,0.00) J-End (46.97,41.83) Joist Size (Optimum) = 28K6 Total Beam Length (ft) = 41.83 LINE LOADS (k/ft): Load Dist DL ILL Red% Type PartL 1 0.000 0.047 0.000 --- NonR 0.000 41.833 0.047 0.000 0.000 2 0.000 0.059 0.117 4.6% Roof 0.000 41.833 0.059 0.117 0.000 3 0.000 0.000 0.000 --- NonR 0.000 41.833 0.000 0.000 0.000 Maximum Total Unif. Load at any location (lbs/ft): 217.8 Maximum Allowable Total Unif. Load at any location (lbs/ft): 550.0 Allowable Stress Ratio: 1.00 Design Loads Allowable Loads (lbs/ft) Dead: 105.7 Live: 112.1 1160.0 Total: 217.8 240.0 MOMENTS: Span Cond Moment kip-ft ft Center Max + 47.6 20.9 REACTIONS (kips): Left Right DL reaction 2.21 2.21 Max +LL reaction 2.34 2.34 Max +total reaction 4.55 4.55 DEFLECTIONS: Dead load (in) = 0.921 L/D = 545 Live load (in) = 0.977 L/D = 514 Total load (in) = 1.898 L/D = 265 Page 27 Standard Joist Selection RAM Steel 15.11.00.26 MStruatwaISystem DataBase: SSE Lateral Model 11-1-18 OCBIF tBentLey Building Code: .IBC Floor Type: Roof Beam Number = 12 SPAN INFORMATION (ft): i-End (52.85,0.00) J-End (52.85,41.83) Joist Size (Optimum) = 28K6 Total Beam Length (ft) = 41.83 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.023 0.000 --- NonR 0.000 41.833 0.023 0.000 0.000 2 0.000 0.029 0.059 4.0% Roof 0.000 41.833 0.029 0.059 0.000 3 0.000 0.001 0.000 -- NonR 0.000 4.119 0.023 0.000 0.000 4 0.000 0.001 0.002 4.0% Roof 0.000 4.119 0.029 0.059 0.000 5 4.120 0.023 0.000 --- NonR 0.000 41.833 0.023 0.000 0.000 6 4.120 0.029 0.059 4.0% Roof 0.000 41.833 0.029 0.059 0.000 7 0.000 0.000 0.000 --- NonR 0.000 41.833 0.000 0.000 0.000 Maximum Total Unif. Load at any location (lbs/ft): 218.5 Maximum Allowable Total Unif. Load at any location (lbs/ft): 550.0 Allowable Stress Ratio: 1.00 11101/18 12:55:43 Design Loads Dead: 105.7 Live: 112.8 Total: 218.5 MOMENTS: Span Cond Moment kip-ft Center Max + 47.6 REACTIONS (kips): Allowable Loads (lbs/ft) 160.0 240.0 ft 21.0 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Total load (in) Left Right 2.11 2.2! 2.25 2.35 4.36 4.56 = 0.921 LID = 545 = 0.983 LID = 511 = 1.904 LID = 264 Page 28 Floor Type: Roof Beam Number = 13 SPAN INFORMATION (ft): I.-End (58.72,4.12) Joist Size (Optimum) = 26K5 Total Beam Length (ft) = 37.71 LINE LOADS (k/ft): Load Dist DL ILL Red% 1 0.000 0.023 0.000 37.714 0.023 0.000 2 0.000 0.029 0.059 1.5% 37.714 0.029 0.059 3 0.000 0.000 0.000 4.238 0.023 0.000 4 0.000 0.000 0.000 1.5% 4.238 0.029 0.059 5 4.238 0.023 0.000 37.714 0.023 0.000 6 4.238 0.029 0.059 1.5% 37.714 0.029 0.059 7 0.000 0.000 0.000 37.714 On. 0.000 J-End (58.72,4 1.83) Type PartL NonR 0.000 0.000 Roof 0.000 0.000 NonR 0.000 0.000 Roof 0.000 0.000 NonR 0.000 0.000 Roof 0.000 0.000 NonR 0.000 0.000 Standard Joist Selection RAM Steel 15.11.00.26 RAM Sfr.lwaISy.t.m DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 %113entiey-Building Code: IBC Maximum Total Unif Load at any location (lbs/ft): 221.3 Maximum Allowable Total Unif. Load at any location (lbs/ft) 550.0 Allowable Stress Ratio: 1.00 Design Loads Dead: 105.7 Live: 1115.6 Total: 221.3 MOMENTS: Span Cond Moment kip-ft Center Max+ 39.2 REACTIONS (kips): Allowable Loads (lbs/ft) 173.0 255.0 ft 118.9 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Total load (in) Left Right 1.89 1.99 2.06 2.18 3.95 4.16 = 0.768 LtD = 589 = 0.840 LtD = 539 = 1.608 LID = 281 Page 29 Standard Joist Selection RAM Steel 15.11.00.26 RMStru1waISy5tem DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 %Benttey-Building Code: IBC Floor Type: Roof Beam Number = 14 SPAN INFORMATION (ft): I-End (64.59,8.36) J-End (64.59,41.83) Joist Size (Optimum) = 22K4 Total Beam Length (ft) = 33.48 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.023 0.000 ---. NonR 0.000 33.476 0.023 0.000 0.000 2 0.000 0.029 0.059 0.0% Roof 0.000 33.476 0.029 0.059 0.000 3 0.000 0.000 0.000 --- NonR 0.000 4.238 0.023 0.000 0.000 4 0.000 0.000 0.000 0.0% Roof 0.000 4.238 0.029 0.059 0.000 5 4.238 0.023 0.000 --- NonR 0.000 33.476 0.023 0.000 0.000 6 4.238 0.029 0.059 0.0% Roof 0.000 33.476 0.029 0.059 0.000 7 0.000 0.000 0.000 --- NonR 0.000 33.476 0.000 0.000 0.000 Maximum Total Unif. Load at any location (lbs/ft): 223.1 Maximum Allowable Total Unif. Load at any location (lbslft): 550.0 Allowable Stress Ratio: 1.00 Design Loads Dead: '105.7 Live: 117.4 Total: 223.1 MOMENTS: Span Cond Moment kip-ft Center Max+ 31.1 REACTIONS (kips): Allowable Loads (lbslft) 156.9 235.3 ft 16.8 Left Right DL reaction 1.66 1.76 Max +LL reaction 1.85 1.96 Max +total reaction 3.51 3.72 DEFLECTIONS: Dead load (in) = 0.752 LID = 534 Live load (in) = 0.835 LID = 481 Total load (in) = 1.587 'LID = 253 Page 30 Standard Joist Selection RAM Steel 15.11.00.26 RAM StzucIuioISystem DataBase: SSE Lateral Model 11-1-18 OCBF Benttey Building Code: IBC Floor Type: Roof Beam Number = 15 SPAN INFORMATION (ft): I-End (70.46,1.2.60) J-End (70.46,41.83) Joist Size (Optimum) = 20K3 Total Beam Length (ft) = 29.24 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.023 0.000 --- NonR 0.000 29.238 0.023 0.000 0.000 2 0.000 0.029 0.059 0.0% Roof 0.000 29.238 0.029 0.059 0.000 3 0.000 0.000 0.000 --- NonR 0.000 4.238 0.023 0.000 0.000 4 0.000 0.000 0.000 0.0% Roof 0.000 4.238 0.029 0.059 0.000 5 4.238 0.023 0.000 --- NonR 0.000 29.238 0.023 0.000 0.000 6 4.238 0.029 0.059 0.0% Roof 0.000 29.238 0.029 0.059 0.000 7 0.000 0.000 0.000 --- NonR 0.000 29.238 0.000 0.000 0.000 Maximum Total Unifi Load at any location (lbs/ft): 223.1 Maximum Allowable Total Unif. Load at any location (lbs/ft): 550.0 Allowable Stress Ratio: 1.00 Design Loads Allowable Loads (lbs/ft) Dead: 105.7 Live: 117.4 166.0 Total: 223.1 239.2 MOMENTS: Span Cond Moment kip-ft ft Center Max+ 23.7 14.7 REACTIONS (kips): Left Right DL reaction 1.44 1.54 Max +LL reaction 1.60 1.71 Max +total reaction 3.04 3.25 DEFLECTIONS: Dead load (in) = 0.621 L/D = 565 Live load (in) = 0.690 L/D = 509 Total load (in) = 1.310 L/D = 268 11/01/18 12:55:43 Page 31 U Standard Joist Selection RAM Steel 15.11.00.26 RAM SlruciuralSy5tem DataBase: SSE Lateral Model 11-1-18 OCBF 1.1/0'1/1812:55:43 %jBentley-Building Code: IBC Floor Type: Roof Beam Number = 16 SPAN INFORMATION (ft): I-End (5.87,41.83) J-End (5.87,77.50) Joist Size (Optimum) = 24K4 Total Beam Length (ft) = 35.67 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.047 0.000 --- NonR 0.000 35.666 0.047 0.000 0.000 2 0.000 0.059 0.117 0.9% Roof 0.000 35.666 0.059 0.117 0.000 3 0.000 0.000 0.000 --- NonR 0.000 35.666 0.000 0.000 0.000 Maximum Total Unif. Load at any location (lbs/ft): 222.0 Maximum Allowable Total Unif. Load at any location (lbs/ft): 550.0 Allowable Stress Ratio: 1.00 Design Loads Dead: 105.7 Live: :116.3 Total: 222.0 MOMENTS: Span Cond Moment kip-ft Center Max+ 35.3 REACTIONS (kips): Allowable Loads (lbs/ft) 154.7 232.0 ft 17.8 Left Right DL reaction 1.88 1.88 Max +LL reaction 2.07 2.07 Max +total reaction 3.96 3.96 DEFLECTIONS: Dead load (in) = 0.812 L/D = 527 Live load (in) = 0.894 L/D = 479 Total load (in) = 1.707 L/D = 251 Page 32 Standard Joist Selection RAM Steel 15.11.00.26 RAM StructwaISyMm DataBase: SSE Lateral Model 11-1-18 OCBF IBentIey. Building Code: IBC Floor Type: Roof Beam Number = 17 SPAN INFORMATION (ft): I-End (11.74,41.83) J-End (11.74,77.50) Joist Size (Optimum) = 24K4 Total Beam Length (ft) LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.047 0.000 --- Non 0.000 35.666 0.047 0.000 0.000 2 0.000 0.059 0.117 0.9% Roof 0.000 35.666 0.059 0.117 0.000 3 0.000 0.000 0.000 --- NonR 0.000 35.666 0.000 0.000 0.000 Maximum Total Unif. Load at any location (lbs/ft): 222.0 Maximum Allowable Total Unif. Load at any location (lbs/ft): 550.0 Allowable Stress Ratio: 1.00 Design Loads Allowable Loads (lbs/ft) Dead: 105.7 Live: 116.3 154.7 Total: 222.0 232.0 MOMENTS: Span Cond Moment kip-ft ft Center Max + 35.3 17.8 REACTIONS (kips): Left Right DL reaction 1.88 1.88 Max +LL reaction 2.07 2.07 Max +total reaction 3.96 3.96 DEFLECTIONS: Dead load (in) = 0.812 LID = 527 Live load (in) = 0.894 L/D = 479, Total load (in) = 1.707 LID = 251. 11/01/18 12:55:43 Page 33 Standard Joist Selection RAM Steel 15.11.00.26 RAM SIructuraISytem DataBase: SSE Lateral Model 11-1-18 OCBF %jBenttey,Building Code: IBC Floor Type: Roof Beam Number = 18 SPAN INFORMATiON(ft): i-End (17.62,41.83) J-End (17.62,77.50) Joist Size (Optimum) = 24K4 Total Beam Length (ft) = 35.67 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.047 0.000 --- NonR 0.000 35.666 0.047 0.000 0.000 2 0.000 0.059 0.117 0.9% Roof 0.000 35.666 0.059 0.117 0.000 3 0.000 0.000 0.000 --- NonR 0.000 35.666 0.000 0.000 0.000 Maximum Total Unif. Load at any location (lbs/ft): 222.0 Maximum Allowable Total Unif. Load at any location (lbs/ft: 550.0 Allowable Stress Ratio: 1.00 11/01/18 12:55:43 Design Loads Dead: 105.7 Live: 116.3 Total: 222.0 MOMENTS: Span Cond Moment kip-ft Center Max+ 35.3 REACTIONS (kips): Allowable Loads (lbs/ft) 154.7 232.0 ft 17.8 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Total load (in) Left Right 1.88 1.88 2.07 2.07 3.96 3.96 = 0.812 L/D = 527 = 0.894 L/D = 479 = 1.707 L/D = 251 Page 34 U Standard Joist Selection RAM. Steel 15.11.00.26 RMSIructwaPSytcin DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 Benttey, Building Code: IBC Floor Type: Roof Beam Number = 19 SPAN INFORMATION (ft): 1--End (23.49,41.83) J-End (23.49,77.50) Joist Size (Optimum) = 24K4 Total Beam Length (ft) = 35.67 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.047 0.000 --- NonR 0.000 35.666 . 0.047 0.000 0.000 2 0.000 0.059 0.117 0.9% Roof 0.000 35.666 0.059 0.117 0.000 3 0.000 0.000 0.000 --- NonR 0.000 35.666 0.000 0.000 0.000 Maximum Total Unif Load at any location (lbs/ft): 222.0 Maximum Allowable Total Unif. Load at any location (lbs/ft): 550.0 Allowable Stress Ratio: 1.00 Design Loads Allowable Loads (lbs/ft) Dead: 105.7 Live: 116.3 154.7 Total: 222.0 232.0 MOMENTS: Span Cond Moment kip-ft ft Center Max+ 35.3 17.8 REACTIONS (kips): Left Right DL reaction 1.88 1.88 Max +LL reaction 2.07 2.07 Max +total reaction 3.96 3.96 DEFLECTIONS: Dead load (in) = 0.8 12 L/D = 527 Live load (in) = 0.894 LID = 479 Total load (in) = 1.707 L/D = 251 Page 35 U Standard Joist Selection RAM Steel 15.11.00.26 Date: SSE Lateral Model 11-1-18 OCBF 1.1/01/181.2:55:43 n-lBent(ey-Building Code: IBC Floor Type: Roof Beam Number = 20 SPAN INFORMATION (ft: I-End (29.36,41.83) J-End (29.36,77.50) Joist Size (Optimum) = 24K4 Total Beam Length (ft) = 35.67 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.047 0.000 --- NonR 0.000 35.666 0.047 0.000 0.000 2 0.000 0.059 0.117 1.0% Roof 0.000 35.666 0.059 0.118 0.000 3 0.000 0.000 0.000 --- NónR 0.000 35.666 0.000 0.000 0.000 Maximum Total Unif. Load at any location (lbs/ft): 223.3 Maximum Allowable Total Unif. Load at any location (lbs/ft): 550.0 Allowable Stress Ratio: 1.00 Design Loads Allowable Loads (lbs/ft) Dead: 106.3 Live: 117.0 154.7 Total: 223.3 232.0 MOMENTS: Span Cond Moment kip-ft ft Center Max + 35.4 17.8 REACTIONS (kips): Left Right DL reaction 1.89 1.89 Max +LL reaction 2.08 2.08 Max +total reaction 3.97 3.97 DEFLECTIONS: Dead load (in) = 0.8i7 LID = 524 Live load (in) = 0.899 LID = 476 Total load (in) = 1.716 LID = 249 I] Page 36 Standard Joist Selection RAM Steel 15.11.00.26 MSirutwaISpm DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 iBentIey' Building Code: IBC Floor Type: Roof Beam Number = 21 SPAN INFORMATION (ft): i-End (35.23,41.83) J-End (35.30,77.50) Joist Size (Optimum) = 24K4 Total Beam Length (ft) = 35.67 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1. 0.000 0.047 0.000 --- NonR 0.000 35.666 0.047 0.000 0.000 2 0.000 0.059 0.117 0.9% Roof 0.000 35.666 0.059 0.117 0.000 3 0.000 0.000 0.000 --- NonR 0.000 35.666 0.000 0.000 0.000 Maximum Total Unif. Load at any location (lbs/ft): 222.0 Maximum Allowable Total Unif. Load at any location (lbs/ft): 550.0 Allowable Stress Ratio: 1.00 Design Loads Allowable Loads (lbs/ft) Dead: 105.7 Live: 116.3 154.7 Total: 222.0 232.0 MOMENTS: Span Cond Moment kip-ft ft Center Max + 35.3 17.8 REACTIONS (kips): Left Right D.Lreaction 1.88 1.88 Max +LL reaction 2.07 2.07 Max +total reaction 3.96 3.96 DEFLECTIONS: Dead load (in) = 0.812, L/D = 527 Live load (in) = 0.894 LID = 479 Total load (in) = 1.707 LID = 251 Page 37 Standard Joist Selection RAM Steel 15.11.00.26 RAM SIructwaISym DataBase: SSE Lateral Model 11-1-18 OCBF IBentIey, Building Code: IBC Floor Type: Roof Beam Number = 22 SPAN INFORMATION (ft): I-End (41.1.0,41.83) J-End (41.10,77.50) Joist Size (Optimum) = 24K4 Total Beam Length (ft) = 35.67 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.047 0.000 --- .NonR 0.000 35.666 0.047 0.000 0.000 2 0.000 0.059 0.117 0.9% Roof 0.000 35.666 0.058 0.117 0.000 3 0.000 0.000 0.000 --- Non.R 0.000 35.666 0.000 0.000 0.000 Maximum Total Unif. Load at any location (lbs/ft): 222.1 Maximum Allowable Total Unif. Load at any location (lbs/ft): 550.0 Allowable Stress Ratio: 1.00 11/01/18 12:55:43 Design Loads Dead: 105.7 Live: 116.4 Total: 222.1 MOMENTS: Span Cond Moment kip-ft Center Max+ 35.2 REACTIONS (kips): Allowable Loads (lbs/ft) 154.7 232.0 ft 17.8 Left Right DL reaction 1.88 1.88 Max +LL reaction 2.07 2.07 Max +total reaction 3.95 3.94 DEFLECTIONS: Dead load (in) = 0.8 12 L/D = 527 Live load (in) = 0.895 LID = 478 Total load (in) = 1.707 L/D = 251 Page 38 Standard Joist Selection RAM Steel 15.11.00.26 RAMSflufljiaISym DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 nNiji3enttey-Building Code: IBC Floor Type: Roof Beam Number = 23 SPAN INFORMATION (ft): i-End (46.97,41.83) J-End (46.97,77.50) Joist Size (Optimum) = 24K4 Total Beam Length (ft) = 35.67 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL .1 0.000 0.047 0.000 --- NonR 0.000 35.666 0.047 0.000 0.000 2 0.000 0.059 0.117 0.9% Roof 0.000 35.666 0.059 0.117 0.000 3 0.000 0.000 0.000 --- NónR 0.000 35.666 0.000 0.000 0.000 Maximum Total Unif. Load at any location (lbs/ft): 222.0 Maximum Allowable Total Unif. Load at any location (lbs/ft): 550.0 Allowable Stress Ratio: 1.00 Design Loads Allowable Loads (lbs/ft) Dead: 105.7 Live: 116.3 154.7 Total: 222.0 232.0 MOMENTS: Span Cond Moment kip-ft ft Center Max + 35.3 17.8 REACTIONS (kips): Left Right DL reaction 1.88 1.88 Max +LL reaction 2.07 2.07 Max +total reaction 3.96 3.96 DEFLECTIONS: Dead load (in) = 0.812 L/D = 527 Live load (in) = 0.894 L/D = 479 Total load (in) = 1.707 L/D = 251 Page 39 Standard Joist Selection RAM Steel 15.11.00.26 DataBase: SSE Lateral Model 11-1-18 OCBF %Ji3enttey-Building Code: IBC Floor Type: Roof Beam Number = 24 SPAN INFORMATION (ft): I-End (52.85,41.83) J-End (52.85,77.50) Joist Size (Optimum) = 241K4 Total Beam Length (ft) = 35.67 LINE LOADS (k/ft: Load Dist DL LL Red% Type PartL 1 0.000 0.047 0.000 --- NonR 0.000 35.666 0.047 0.000 0.000 2 0.000 0.059 0.117 0.9% Roof 0.000 35.666 0.059 0.117 0.000 3 0.000 0.000 0.000 --- NonR 0.000 35.666 0.000 0.000 0.000 Maximum Total Unif. Load at any locatiion (lbs/ft): 222.0 Maximum Allowable Total Unif. Load at any location (lbs/ft): 550.0 Allowable Stress Ratio: 1.00 11/01/18 12:55:43 Design Loads Dead: 105.7 Live: 116.3 Total: 222.0 MOMENTS: Span Cond Moment kip-ft Center Max+ 35.3 REACTIONS (kips): Allowable Loads (lbs/ft) 154.7 232.0 ft 17.8 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: :Dead load (in) Live load (in) Total load (in) Left Right 1.88 1.88 2.07 2.07 3.96 3.96 = 0.812 L/D = 527 = 0. 9,04 L/D = 479 = 1.707 L/D = 251 Page 40 Standard Joist Selection RAM Steel 15.11.00.26 AAMSIrutwaISym DataBase: SSE, Lateral Model 11-1-18 OCBF . 11/01/18 12:55:43 iBentLey, Building Code. TBC Floor Type: Roof Beam Number = 25 SPAN INFORMATION (ft): 1-End (58.72,41.83) J-End (58.72,77.50) Joist Size (Optimum) = 24K4 Total Beam Length (ft) = 35.67 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 1 0.000 0.047 0.000 --- NonR 0.000 35.666 0.047 0.000 0.000 2 0.000 0.059 0.117 0.9% Roof 0.000 35.666 0.059 0.117 0.000 3 0.000 0.000 0.000 --- NonR 0.000 35.666 0.000 0.000 0.000 Maximum Total Unif. Load at any location (lbs/ft): 222.0 Maximum Allowable Total Unif. Load at any location (lbs/ft): 550.0 Allowable Stress Ratio: 1.00 Design Loads Dead: 105.7 Live: 116.3 Total: 222.0 MOMENTS: Span Cond Moment kip-ft Center Max + 35.3 REACTIONS (kips): Allowable Loads (lbs/ft) 154.7 232.0 ft 1.7.8 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Total load (in) 'Left Right 1.88 1.88 2.07 2.07 3.96 3.96 = 0.812 L/D = 527 = 0.894 L/D = 479 = 1.707 L/D = 251 Page 41 Standard Joist Selection RAM Steel 15.11.00.26 RN,lSlructwalSyMem DataBase: SSE Lateral Model 11-1-18 OCB.F 11/01/18 12:55:43 lBentteY' Building Code: IBC Floor Type: Roof Beam Number = 26 SPAN INFORMATION (ft): i-End (64.59,41.83) Joist Size (Optimum) = 24K4 Total Beam Length (ft) = 35.67 LINE LOADS (k/ft): Load Dist DL LL Red% 1 0.000 0.047 0.000 35.666 0.047 0.000 2 0.000 0.059 0.117 0.9% 35.666 0.059 0.117 3 0.000 0.000 0.000 35.666 0.000 0.000 J-End (64.59,77.50) Type PartL NonR 0.000 0.000 Roof 0.000 0.000 NonR 0.000 0.000 Maximum Total Unif. Load at any location (lbs/ft): 222.0 Maximum Allowable Total Unif. Load at any location (IbsIft) 550.0 Allowable Stress Ratio: 1.00 Design Loads Dead: 105.7 Live: 116.3 Total: 222.0 MOMENTS: Span Cond Moment kip-ft Center Max+ 35.3 REACTIONS (kips): Allowable Loads (lbsfft) 154.7 232.0 ft 17.8 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Total load (in) Left Right 1.88 1.88 2.07 2.07 3.96 3.96 = 0. 81.2 L/D = 527 = 0.894 LID = 479 = 1.707 L/D = 251 Page 42 Standard Joist Selection RAM Steel 15.11.00.26 RAM SftuctutoISym DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 %Ji3enttey-Building Code: IBC Floor Type: Roof Beam Number = 27 SPAN INFORMATION (ft): i-End (70.46,41.83) Joist Size (Optimum) = 24K4 Total Beam Length (ft) = 35.67 LINE LOADS (k/ft): Load Dist DL LL IRed% 1 0.000 0.047 0.000 35.666 0.047 0.000 2 0.000 0.059 0.117 0.9% 35.666 0.059 0.117 3 0.000 0.000 0.000 35.666 0.000 0.000 J-End (70.46,77.50) Type PartL NonR 0.000 0.000 Roof 0.000 0.000 NonR 0.000 0.000 Maximum Total Unif. Load at any location (lbs/ft): 222.0 Maximum Allowable Total Unif Load at any location (lbs/ft) 550.0 Allowable Stress Ratio: 1.00 Design Loads Dead: 105.7 Live: 116.3 Total: 222.0 MOMENTS: Span Cond Moment kip-ft Center Max+ 35.3 REACTIONS (kips): Allowable Loads (lbs/ft) 154.7 232.0 ft 17.8 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Total load (in) Left Right 1.88 1.88 2.07 2.07 3.96 3.96 = 0.812 L/D = 527 = 0.894 L/D = 479 = 1.707 L/D = 251 Page 43 Standard Joist Selection RAM Steel 15.11.00.26 RAM StzuctuialSystgm DataBase: SSE Lateral Model 1 1-1-18 OCBF IBenttey, Building Code: IBC Floor Type: Roof Beam Number = 28 SPAN INFORMATION (ft): i-End (5.87,77.50) J-End (5.87,113.17) Joist Size (Optimum) = 24K4 Total Beam Length (ft) = 35.67 LINE LOADS (k/ft): Load Dist DL LL Red%. Type PartL 1 0.000 0.047 0.000 --- NonR 0.000 35.666 0.047 0.000 0.000 2 0.000 0.059 0.11.7 0.9% Roof 0.000 35.666 0.059 0.117 0.000 3 0.000 0.000 0.000 --- NonR 0.000 35.666 0.000 0.000 0.000 Maximum Total Unif. Load at any location (lbs/ft): 222.0 Maximum Allowable Total Unif. Load at any location (lbs/ft): 550.0 Allowable Stress Ratio: 1.00 Design Loads Allowable Loads (lbs/ft) Dead: 105.7 Live: 116.3 154.7 Total: 222.0 232.0 MOMENTS: Span Cond Moment kip-ft ft Center Max + 35.3 17.8 REACTIONS (kips): Left Right DL reaction 1.88 1.88 Max +LL reaction 2.07 2.07 Max +total reaction 3.96 3.96 DEFLECTIONS: Dead load (in) = 0.81.2 LID = 527 Live load (in) = 0.894 LID = 479 Total load (in) = 1.707 L/D = 251 11/01/18 12:55:43 Page 44 Standard Joist Selection RAM Steel 15.11.00.26 RM Minimal Sysm DataBase: SSE Lateral Model 11-1-18 OCBF %jeenttey-Building Code: IBC Floor Type: Roof Beam Number = 29 SPAN INFORMATION (ft): I-End (1.1.74,77.50) J-End (11.74,113.17) Joist Size (Optimum) = 24K4 Total Beam Length (ft) = 35.67 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.047 0.000 --- NonR 0.000 35.666 0.047 0.000 0.000 2 0.000 0.059 0.117 0.9% Roof 0.000 35.666 0.059 0.117 0.000 3 0.000 0.000 0.000 --- NonR 0.000 35.666 0.000 0.000 0.000 Maximum Total Unif. Load at any location (lbs/ft): 222.0 Maximum Allowable Total Unif. Load at any location (lbs/ft): 550.0 Allowable Stress Ratio: 1.00 11/01/18 12:55:43 Design Loads Dead: 105.7 Live: 116.3 Total: 222.0 MOMENTS: Span Cond Moment kip-ft Center Max+ 35.3 REACTIONS (kips): Allowable Loads (lbs/ft :1.54.7 232.0 ft 17.8 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Total load (in) Left Right 1.88 1.88 2.07 2.07 3.96 3.96 = 0.812 L/D = 527 = 0.894 L/D = 479 = 1.707 LID = 251 Page 45 Standard Joist Selection RAM Steel 15.11.00.26 RAMSftuactwaISysm DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 IBenttey. Building Code: IBC Floor Type: Roof Beam Number =30 SPAN INFORMATION (ft): i-End (17.62,77.50) J-End (17.62,113.17) Joist Size (Optimum) = 24K4 Total Beam Length (ft) = 35.67 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.047 0.000 --- NonR 0.000 35.666 0.047 0.000 0.000 2 0.000 0.059 0.117 0.9% Roof 0.000 35.666 0.059 0.117 0.000 3 0.000 0.000 0.000 --- NonR 0.000 35.666 0.000 0.000 0.000 Maximum Total Unif. Load at any location (lbs/ft): 222.0 Maximum Allowable Total Unif. Load at any location (lbs/ft): 550.0 Allowable Stress Ratio: 1.00 Design Loads Dead: 105.7 Live: 116.3 Total: 222.0 MOMENTS: Span Cond Moment kip-ft Center .Max+ 35.3 REACTIONS (kips): Allowable Loads (lbs/ft) 154.7 232.0 ft 17.8 Left Right DL reaction 1.88 1.88 Max +LL reaction 2.07 2.07 Max +total reaction 3.96 3.96 DEFLECTIONS: Dead load (in) = 0.812 LID = 527 Live load (in) = 0.894 L/D = 479 Total load (in) = '1.707 L/D = 251 Page 46 Standard Joist Selection RAM Steel 15.11.00.26 RM Minimal Sy.m DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 %jBenttey-Building Code: IBC Floor Type: Roof Beam Number = 31 SPAN INFORMATION (ft: i-End (23.49,77.50) Joist Size (Optimum) = 24K4 Total Beam Length (ft) = 35.67 LINE LOADS (k/ft): Load Dist DL LL Red% 1. 0.000 0.047 0.000 35.666 0.047 0.000 2 0.000 0.059 0.117 0.9% 35.666 0.059 0.117 3 0.000 0.000 0.000 35.666 0.000 0.000 J-End (23.49,113.17) Type PartL NonR 0.000 0.000 Roof 0.000 0.000 NonR 0.000 0.000 Maximum Total Unif. Load at any location (lbs/ft): 222.0 Maximum Allowable Total Unif Load at any location (lbs/ft) 550.0 Allowable Stress Ratio: 1.00 Design Loads Dead: 105.7 Live: 116.3 Total: 222.0 MOMENTS: Span Cond Moment kip-ft Center Max+ 35.3 REACTIONS (kips): Allowable Loads (lbs/ft) 154.7 232.0 ft 17.8 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Total load (in) Left Right 1.88 1.88 2.07 2.07 3.96 3.96 = 0.812 L/D = 527 = 0.894 L/D = 479 = 1.707 L/D = 251 Page 47 Standard Joist Selection RAM Steel 15.11.00.26 MSlructuiaISysm DataBase: SSE Lateral Model 11-1-18 OCBF %jftntley- Building Code: iBC Floor Type: Roof Beam Number =32 SPAN INFORMATION (ft): I-End (29.36,77.50) J-End (29.36,113.17) Joist Size (Optimum) = 24K4 Total Beam Length (ft) = 35.67 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.047 0.000 --- NonR 0.000 35.666 0.047 0.000 0.000 2 0.000 0.059 0.118 1.0% Roof 0.000 35.666 0.059 0.117 0.000 3 0.000 0.000 0.000 --- NonR 0.000 35.666 0.000 0.000 0.000 Maximum Total Unif. Load at any location (lbs/ft): 223.3 Maximum Allowable Total Unif. Load at any location (lbs/ft): 550.0 Allowable Stress Ratio: 1.00 11/01/18 12:55:43 Design Loads Dead: 106.3 Live: 117.0 Total: 223.3 MOMENTS: Span Cond Moment kip-ft Center .Max+ 35.4 REACTIONS (kips): Allowable Loads (lbs/ft) 154.7 232.0 / ft 17.8 Left Right DL reaction 1.89 1.89 Max +LL reaction 2.08 2.08 Max +total reaction 3.97 3.97 DEFLECTIONS: Dead load (in) = 0.817 L/D = 524 Live load (in) = 0.899 L/D = 476 Total load (in) = 1.716 L/D = 249 Page 48 Standard Joist Selection RAM Steel 15.11.00.26 RMISUucfluaISpm DataBase: SSE. Lateral Model 111-18 OCBF lBentIey' Building Code: IBC Floor Type: Roof Beam Number =33 SPAN INFORMATION (ft): i-End (35.23,11.3.17) Joist Size (Optimum) = 24K4 Total Beam Length (ft) = 35.67 LINE LOADS (k/ft: Load Dist DL LL Red% 1. 0.000 0.047 0.000 35.666 0.047 0.000 2 0.000 0.059 0.117 0.9% 35.666 0.059 0.117 3 0.000 0.000 0.000 35.666 0.000 0.000 11/01/18 12:55:43 J-End (35.30,77.50) Type PartL NonR 0.000 0.000 Roof 0.000 0.000 NonR 0.000 0.000 Maximum Total Unif Load at any location .(lbs/ft): 222.0 Maximum Allowable Total Unif. Load at any location (lbs/ft) 550.0 Allowable Stress Patio: 1.00 Design Loads Dead: 105.7 Live: 116.3 Total: 222.0 MOMENTS: Span Cond Moment kip-ft Center Max+ 35.3 REACTIONS (kips): Allowable Loads (lbs/ft) 154.7 232.0 ft 17.8 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Total load (in) Left Right 1.88 [.88 2.07 2.07 3.96 3.96 = 0.812 L/D = 527 = 0.894 LID = 479 = 1.707 L/D = 251 Page 49 Is Standard Joist Selection RAM Steel 15.11.00.26 RMStruclwoISptem DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 fBentLey, Building Code: IBC Floor Type: Roof Beam Number = 34 SPAN INFORMATION (ft): 1-End (41.1.0,77.50) J-End (41.10,113.17) Joist Size (Optimum) = 24K4 Total Beam Length (ft) = 35.67 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.047 0.000 --- NonR 0.000 35.666 0.047 0.000 0.000 2 0.000 0.058 0.117 0.9% Roof 0.000 35.666 0.059 0.117 0.000 3 0.000 0.000 0.000 --- NonR 0.000 35.666 0.000 0.000 0.000 Maximum Total Unif Load at any location (lbs/ft): 222.1 Maximum Allowable Total Unif. Load at any location (lbs/ft): 550.0 Allowable Stress Ratio: 1.00 Design Loads Allowable Loads (lbs/ft) Dead: 105.7 Live: 116.4 154.7 Total: 222.1 232.0 MOMENTS: Span Cond Moment kip-ft ft Center Max + 35.2 17.8 REACTIONS (kips): Left Right DL reaction 1.88 1.88 Max +LL reaction 2.07 2.07 Max +total reaction 3.94 3.95 DEFLECTIONS: Dead load (in) = 0.812 LID = 527 Live load (in) = 0.895 L/D = 478 Total load (in) = 1.707 LID = 251 Page 50 Standard Joist Selection RAM Steel 15.11.00.26 RAMS!ruzlwaISy5tem DataBase: SSE Lateral Model 111-18 OCBF 11/01/18 12:55:43 IBenttey' Building Code: IBC Floor Type: Roof Beam Number = 35 SPAN INFORMATION (ft): i-End (46.97,77.50) J-End (46.97,1 13.17) Joist Size (Optimum) = 24K4 Total Beam Length (ft) = 35.67 LINE LOADS (k/ft): Load Dist DL LL IRed% Type PartL 1 0.000 01.047 0.000 --- .NonR 0.000 35.666 0.047 0.000 0.000 2 0.000 0.059 0.117 0.9% Roof 0.000 35.666 0.059 0.117 0.000 3 0.000 0.000 0.000 --- NonR 0.000 35.666 0.000 0.000 0.000 Maximum Total Unif Load at any location (lbs/ft): 222.0 Maximum Allowable Total Unif Load at any location (lbs/ft): 550.0 Allowable Stress Ratio: 1.00 Design Loads Dead: 105.7 Live: 116.3 Total: 222.0 MOMENTS: Span Cond Moment kip-ft Center Max + 35.3 REACTIONS (kips): Allowable .Loads (lbs/ft) 154.7 232.0 ft 17.8 Left Right DL reaction 1.88 1.88 Max +LL reaction 2.07 2.07 Max +total reaction 3.96 3.96 DEFLECTIONS: Dead load (in) = 0.812 L/D = 527 Live load (in) = 0.894 L/D = 479 Total load (in) = 1.707 LID = 251 Page 51 U Standard Joist Selection RAM Steel 15.11.00.26 RMSIwirnaIsystem DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 %jBentiey-Building Code: IBC Floor Type: Roof Beam Number =36 SPAN INFORMATION (ft): I-End (52.85,77.50) J-End (52.85,1 13.17) Joist Size (Optimum) = 24K4 Total Beam Length (ft) 35.67 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.047 0.000 --- NonR 0.000 35.666 0.047 0.000 0.000 2 0.000 0.059 0.117 0.9% Roof 0.000 35.666 0.059 0.117 0.000 3 0.000 0.000 0.000 --- NonR 0.000 35.666 0.000 0.000 0.000 Maximum Total Unif Load at any location (lbs/ft): 222.0 Maximum Allowable Total 'Unif. Load at any location (lbs/ft): 550.0 Allowable Stress Ratio: 1.00 Design Loads Dead: . 105.7 Live: 1:16.3 Total: 222.0 MOMENTS: Span Cond •Moment kip-ft Center. .Max* 35.3 REACTIONS (kips): Allowable Loads (lbs/ft) :154.7 232.0 ft 17.8 Left Right DL reaction 1.88 1.88 Max +LL reaction 2.07 2.07 Max +total reaction 3.96 3.96 DEFLECTIONS: Dead load (in) = 0.812 L/D = 527 Live load (in) = 0.894 L/D = 479 Total load (in) = 1.707 L/D = 251 Page 52 Standard Joist Selection RAM Steel 15.11.00.26 RAM SflucturaISm DataBase: SSE Lateral Model 11-1-18 OCBF jBenttey Building Code: iBC Floor Type: Roof Beam Number = 37 SPAN INFORMATION (ft): I-End (58.72,77.50) J-End (58.72,113.17) Joist Size (Optimum) = 24K4 Total Beam Length (ft) = 35.67 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.047 0.000 --- NonR 0.000 35.666 0.047 0.000 0.000 2 0.000 0.059 0117 0.9% Roof 0.000 35.666 0.059 0.117 0.000 3 0.000 0.000 0.000 --- NonR 0.000 35.666 0.000 0.000 0.000 Maximum Total Unif. Load at any location (lbs/ft): 222.0 Maximum Allowable Total Unif Load at any location (lbs/ft): 550.0 Allowable Stress Ratio: 1.00 11/01/18 12:55:43 Design Loads Dead: 105.7 Live: 116.3 Total: 222.0 MOMENTS: Span Cond Moment kip-ft Center Max + 35.3 REACTIONS (kips): Allowable Loads (lbs/ft) 154.7 232.0 ft 17.8 Left Right DL reaction 1.88 1.88 Max +LL reaction 2.07 2.07 Max +total reaction 3.96 3.96 DEFLECTIONS: Dead load (in) = 0.812 L/D = 527 Live load (in) = 0.894 L/D = 479 Total load (in) = 1.707 L/D = 251 Page 53 Standard Joist Selection RAM Steel 15.11.00.26 RAMSftutwaISym DataBase: SSE. Lateral Model 11-1 -18 OCBF %jaentiey- Building Code:. IBC Floor Type: Roof Beam Number =38 SPAN INFORMATION (ft): I-End (64.59,77.50) J-End (64.59,1 13.17) Joist Size (Optimum) = 24K4 Total Beam Length (ft) = 35.67 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.047 0.000 --- NonR 0.000 35.666 0.047 0.000 0.000 2 0.000 0.059 0.117 0.9% Roof 0.000 35.666 0.059 0.117 0.000 3 0.000 0.000 0.000 --- NonR 0.000 35.666 0.000 0.000 0.000 Maximum Total Unif Load at any location (lbs/ft): 222.0 Maximum Allowable Total Unif. Load at any location (lbs/ft): 550.0 Allowable Stress Ratio: 1.00 11/01/18 12:55:43 Design Loads Dead: 105.7 Live: 116.3 Total: 222.0 MOMENTS: Span Cond Moment kip-ft Center Max+ 35.3 REACTIONS (kips): Allowable Loads (lbs/ft) 154.7 232.0 ft 17.8 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Total load (in) Left Right 1.88 1.88 2.07 2.07 :3.96 3.96 = 0.812 L/D = 527 = 0.894 L/D = 479 = 1.707 L/D = 251 Page 54 Standard Joist Selection RAM Steel 15.11.00.26 RAM SbuctuIaISysm DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 jaenttey, Building Code: IBC Floor Type: Roof Beam Number =39 SPAN INFORMATION (ft): I-End (70.46,77.50) J-End (70.46,1 13.17) Joist Size (Optimum) = 24K4 Total Beam Length (ft) = 35.67 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.047 0.000 --- NonR 0.000 35.666 0.047 0.000 0.000 2 0.000 0.059 0.117 0.9% 'Roof 0.000 35.666 0.059 0.117 0.000 3 0.000 0.000 0.000 --- NonR 0.000 35.666 0.000 0.000 0.000 Maximum Total 'Unif Load at any location (lbs/ft): 222.0 Maximum Allowable Total Unif. Load at any location (lbs/ft): 550.0 Allowable Stress Ratio: 1.00 Design Loads Dead: 105.7 Live: 116.3 Total: 222.0 MOMENTS: Span Cond Moment kip-ft Center Max + 35.3 REACTIONS (kips): Allowable Loads (lbs/ft) 154.7 232.0 ft 17.8 Left Right DL reaction 1.88 1.88 Max +LL reaction 2.07 2.07 Max +total reaction 3.96 3.96 DEFLECTIONS: Dead load (in) = 0.812 LID = 527 Live load (in) = 0.894 L/D = 479 Total load (in) = 1.707 L/D = 251 Page 55 Standard Joist Selection RAM Steel 15.11.00.26 RMSIrucmraSpm DataBase: SSE Lateral Model 11-118 OCBF 11/01/18 12:55:43 %113enttey-Building Code: IBC Floor Type: Roof Beam.Numbei =40 SPAN INFORMATION (ft): i-End (5.87,113.17) Joist Size (Optimum) = 20K3 Total Beam Length (ft) = 29.15 LINE LOADS (k/ft): Load Dist DL LL IRed% 1 0.000 0.023 0.000 25.000 0.023 0.000 2 0.000 0.029 0.059 0.0% 25.000 0.029 0.059 3 25.000 0.023 0.000 29.149 0.000 0.000 4 25.000 0.029 0.059 0.0% 29.149 0.000 0.000 5 0.000 0.023 0.000 29.149 0.023 0.000 6 0.000 0.029 0.059 0.0% 29.149 0.029 0.059 7 0.000 0.000 0.000 29.149 0.000 0.000 J-End (5.87,142.32) Type PartL NonR 0.000 0.000 Roof 0.000 0.000 NonR 0.000 0.000 Roof 0.000 0.000 NonR 0.000 0.000 Roof 0.000 0.000 NonR 0.000 0.000 Maximum Total Unif. Load at any location (lbs/ft): 223.1 Maximum Allowable Total Unif. Load at any location (lbs/ft) 550.0 Allowable Stress Ratio: 1.00 Design Loads 'Dead: 105.7 Live: 117.4 Total: 223.1 MOMENTS: Span Cond Moment kip-ft Center Max+ 23.5 REACTIONS (kips): Allowable Loads (lbs/ft) 167.5 240.6 ft 14.5 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Total load (in) Left Right 1.54 1.44 1.71 1.60 3.24 3.03 = 0.613 L/D = 570 = 0.681 LID = 513 = 1.295 L/D = 270 Page 56 Is Standard Joist Selection RAM Steel 15.11.00.26 RMStrucftuaISy5m DataBase: SSE Lateral Model 11-1-18 OCBF 1.1/01/18 12:55:43 %jeenttey-Building Code: iBC Floor Type: Roof Beam Number = 41 SPAN INFORMATION (ft): I-End (11.74,113.1.7) J-End (11.74,146.46) Joist Size (Optimum) = 22K4 Total Beam Length (ft) = 33.30 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.023 0.000 --- NonR 0.000 29.149 0.023 0.000 0.000 2 0.000 0.029 0.059 0.0% Roof 0.000 29.149 0029 0.059 0.000 3 29.149 0023 0.000 . --- NonR 0.000 33.298 0.000 0.000 0.000 4 29.149 0.029 0.059 0.0% Roof 0.000 33.298 0.000 0.000 0.000 5 0.000 0.023 0.000 --- NonR 0.000 33.298 0.023 0.000 0.000 6 0.000 0.029 0.059 0.0% Roof 0.000 33.298 0.029 0.059 0.000 7 0.000 0.000 0.000 --- NonR 0.000 33.298 0.000 0.000 0.000 Maximum Total Unif Load at any location (lbs/ft): 223.1 Maximum Allowable Total Unif. Load at any location (lbs/ft): 550.0 Allowable Stress Ratio: 1.00 Design Loads Dead: 105.7 Live: 117.4 Total: 223.1 MOMENTS: Span Cond Moment kip-ft Center Max+ 30.8 REACTIONS (kips): Allowable Loads (lbs/ft) 159.5 239.3 ft 16.6 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Total load (in) Left Right 1.76 1.65 1.95 l.84 3.71 3.49 = 0.735 LtD = 543 = 0.817 LID = 489 = 1.552 L/D = 257 Page 57 Standard Joist Selection RAM Steel 15.1100.26 NM1SIrutuuaISyM.m DataBase: SSE Lateral Model 11-1-18 OCBF iBenttey. Building Code: IBC Floor Type: Roof Beam Number =42 SPAN INFORMATION (ft): I-End (17.62,113.17) Joist Size (Optimum) = 24K5 Total Beam Length (ft) = 37.45 LINE LOADS (k/ft): Load Dist DL LL Red% 1. 0.000 0.023 0.000 33.298 0.023 0.000 2 0.000 0.029 0.059 1.4% 33.298 0.029 0.059 3 33.298 0.023 0.000 37.447 0.000 0.000 4 33.298 0.029 0.059 1.4% 37.447 0.000 0.000 5 0.000 0.023 0.000 37.447 0.023 0.000 6 0.000 0.029 0.059 1.4% 37.447 0.029 0.059 7 0.000 0.000 0.000 37.447 0.000 0.000 11/01/18 12:55:43 J-End (17.62,150.61) Type PartL NonR 0.000 0.000 Roof 0.000 0.000 NönR 0.000 0.000 Roof 0.000 0.000 NonR 0.000 0.000 Roof 0.000 0.000 NonR 0.000 0.000 Maximum Total Unif. Load at any location (lbs/ft): 221.5 Maximum Allowable Total Unif. Load at any location (lbs/ft) 550.0 Allowable Stress Ratio: 1.00 Design Loads 'Dead: 105.7 Live: 115.8 Total: 221.5 MOMENTS: Span Cond Moment kip-ft Center Max+ 38.7 REACTIONS (kips): Allowable Loads (lbs/ft) 149.6 224.5 ft 18.7 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: ( Dead load (in) Live load (in) Total load (in) Left Right 1.97 1.87 2.16 2.05 4.14 3.93 = 0.882 L/D = 510 = 0.966 L/D = 465 = 1.848 L/D = 243 Page 58 Standard Joist Selection RAM Steel 15.11.00.26 RAMSlructwalSystein DataBase: SSE Lateral Model 11-1-18 OCBF IBenttey, Building Code: IBC Floor Type: Roof Beam Number =43 SPAN INFORMATION (ft): I-End (23.49,113.17) Joist Size (Optimum) = 28K6 Total Beam Length (Ii) = 41.60 LINE LOADS (k/ft): Load Dist DL LL Red% 1 0.000 0.023 0.000 37.447 0.023 0.000 2 0.000 0.029 0.059 3.8% 37.447 0.029 0.059 3 37.447 0.023 0.000 41.596 0.000 0.000 4 37.447 0.029 0.059 3.8% 41.596 0.000 0.000 5 0.000 0.023 0.000 41.596 0.023 0.000 6 0.000 0.029 0.059 3.8% 41.596 0.029 0.059 7 0.000 0.000 0.000 41.596 0.000 0.000 11/01/18 12:55:43 J-End (23.49,154.76) Type PartL NonR 0.000 0.000 Roof 0.000 0.000 NonR 0.000 0.000 Roof 0.000 0.000 NonR 0.000 0.000 Roof 0.000 0.000 NonR 0.000 0.000 Maximum Total Unif Load at any location (lbs/ft): 218.6 Maximum Allowable: Total Unif. Load at any location (lbs/ft) 550.0 Allowable Stress Ratio: 1.00 Design Loads Dead: 105.7 Live: 113.0 Total: 218.6 MOMENTS: Span Cond Moment kip-ft Center Max + 47.1 REACTIONS (kips): Allowable Loads (lbs/ft) 162.8 244.3 ft 20.8 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Total load (in) Left Right 2.19 2.09 2.35 2.24 4.54 4.33 = 0.900 LID = 555 = 0.962 LiD = 519 = 1.862 LID = 268 Page 59 Standard Joist Selection RAM Steel 15.11.00.26 RAM SIruiIuiaISy.tam DataBase: SSE Lateral Model 11-1-18 OCBF BentIey, Building Code: iBC Floor Type: Roof Beam Number = 44 SPAN INFORMATION (ft): i-End (29.36,113.1.7) J-End (29.36,155.00) Joist Size (Optimum) 28K6 Total Beam Length (ft) = 41.83 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.023 0.000 --- NonR 0.000 41.596 - 0.023 0.000 0.000 2 0.000 0.029 0.059 4.6% Roof 0.000 41.596 0.029 0.059 0.000 3 41.596 0.023 0.000 --- NonR 0.000 41.833 0.022 0.000 0.000 4 41.596 0.029 0.059 4.6% Roof 0.000 41.833 0.028 0.055 0.000 5 0.000 0.023 0.000 --- NonR 0.000 41.833 0.023 0.000 . 0.000 6 0.000 0.029 0.059 4.6% Roof 0.000 41.833 0.029 0.059 0.000 7 0.000 0.000 0.000 --- NonR 0.000 41.833 0.000 0.000 0.000 Maximum Total Unif Load at any location (lbs/ft): 217.8 Maximum Allowable Total Unif. Load at any location (lbs/ft): 550.0 Allowable Stress Ratio: 1.00 11/01/18 12:55:43 Design Loads Dead: 105.7 Live: 112.1 Total: 217.8 MOMENTS: Span Cond Moment kip-ft Center Max + 47.6 REACTIONS (kips): Allowable Loads (lbs/ft) 160.0 240.0 ft 20.9 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Total load (in) Left Right 2.21 2.21 2.34 2.34 4.55 4.55 = 0.921 LID = 545 = 0.977 L/D = 514 = 1.898 LID = 264 Page 60 Standard Joist Selection RAM Steel 15.11.00.26 RAM Stwcturnl Sytom DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 IBentLey Building Code: IBC Floor Type: Roof Beam Number =45 SPAN INFORMATION (ft): I-End (35.23,113.17) J-End (35.23,155.00) Joist Size (Optimum) = 28K6 Total Beam Length (fi) = 41.83 LINE LOADS (k/ft): Load Dist DL LL Red% 1 0.000 0.047 0.000 41.833 0.047 0.000 2 0.000 .0.059 0.117 4.6% 41.833 0.059 0.117 3 0.000 0.000 0.000 41.833 0.000 0.000 Type PartL NonR 0.000 0.000 Roof 0.000 0.000 NonR 0.000 0.000 Maximum Total Unif. Load at any location (lbs/ft): 217.8 Maximum Allowable Total Unif. Load at any location (lbs/ft): 550.0 Allowable Stress Ratio: 1.00 Design Loads Dead: 105.7 Live: 112.11 Total: 217.8 MOMENTS: Span Cond Moment kip-ft Center Max + 47.6 REACTIONS (kips): Allowable Loads (lbs/ft) 160.0 240.0 ft 20.9 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Total load (in) Left Right 2.21 2.21 2.34 2.34 4.55 4.55 = 0.921 L/D = 545 = 0.977 L/D = 514 = 1.898 LID = 265 Page 61 Standard Joist Selection RAM Steel 15.11.00.26 RAMSnuctuialSystern DataBase: SSE Lateral Model 111-18 OCBF 11/01/18 12:55:43 IBenttey Building Code: IBC Floor Type: Roof Beam Number =46 SPAN INFORMATION (ft): 1-End (41.10,113.1.7) J-End (41.10,155.00) Joist Size (Optimum) = 28K6 Total Beam Length (ft) = 41.83 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.047 0.000 --- NonR 0.000 41.833 0.047 0.000 0.000 2 0.000 0.059 0.117 4.6% Roof 0.000 41.833 0.059 0.117 0.000 3 0.000 0.000 0.000 --- NonR 0.000 41.833 0.000 0.000 0.000 Maximum Total Unif. Load at any location (lbs/ft): 217.8 Maximum Allowable Total Unif. Load at any location (lbs/ft): 550.0 Allowable Stress Ratio: 1.00 Design Loads Dead: 105.7 Live: '112.1 Total: 217.8 MOMENTS: Span Cond Moment kip-ft Center Max + 47.6 REACTIONS (kips): Allowable Loads (lbs/ft 160.0 240.0 ft 20.9 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Total load (in) Left Right 2.21 2.21 2.34 2.34 4.55 4.55 = 0.921 L/D. = 545 = 0.977 'LID = 514 = 1.898 L/D = 265 Page 62 Standard Joist Selection RAM Steel 15.11.00.26 RAMSIrutwaISysm DataBase: SSE Lateral Model 11-1-18 OCBF iBentIey Building Code: IBC Floor Type: Roof Beam Number =47 SPAN INFORMATION (ft): I-End (46.97,113.17) J-End (46.97,155.00). Joist Size (Optimum) = 28K6 Total Beam Length (ft) = 41.83 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.047 0.000 --- NonR 0.000 41.833 0.047 0.000 0.000 2 0.000 0.059 0.117 4.6% Roof 0.000 41.833 0.059 0.117 0.000 3 0.000 0.000 0.000 --- NonR 0.000 41.833 0.000 0.000 0.000 Maximum Total Unif. Load at any location (lbs/ft): 217.8 Maximum Allowable Total Unif. Load at any location (lbs/ft): 550.0 Allowable Stress Ratio: 1.00 Design Loads Allowable Loads (lbs/ft Dead: 105.7 Live: 112.1 160.0 Total: 217.8 240.0 MOMENTS: Span Cond Moment kip-ft ft Center Max + 47.6 20.9 REACTIONS (kips): Left Right DL reaction 2.21 2.21 Max +LL reaction 2.34 2.34 Max +total reaction 4.55 4.55 DEFLECTIONS: Dead load (in) = 0.921 L/D = 545 Live load (in) = 0.977 L/D = 514 Total load (in) = 1.898 L/D = 265 11/01/18 12:55:43 Page 63 Standard Joist Selection RAM Steel 15.11.00.26 RAM SftuttrnalSystem DataBaSe: SSE Lateral Model 11-1-18 OCBF 'IBentLey Building Code: IBC Floor Type: Roof Beam Number =48 SPAN INFORMATION (ft): I-End (52.85,11.3.17) J-End (52.85,155.00) Joist Size (Optimum) = 28K6 Total Beam Length (ft) = 41.83 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.023 0.000 --- .NonR 0.000 41.833 0.023 0.000 0.000 2 0.000 0.029 0.059 4.0% Roof 0.000 41.833 0.029 0.059 0.000 3 0.000 0.023 0.000 --- NonR 0.000 37.713 0.023 0.000 0.000 4 0.000 0.029 0.059 4.0% Roof 0.000 37.713 0.029 0.059 0.000 5 37.714 0.023 0.000 -- NonR 0.000 41.833 0.001 0.000 0.000 6 37.714 0.029 0.059 4.0% Roof 0.000 41.833 0.001 0.002 0.000 7 0.000 0.000 0.000 --- NonR 0.000 41.833 0.000 0.000 0.000 Maximum Total Unif. Load at any location (lbs/ft): 218.5 Maximum Allowable Total Unif. Load at any location (lbs/ft): 550.0 Allowable Stress Ratio: 1.00 11/01/18 12:55:43 Design Loads Dead: 105.7 'Live: 112.8 Total: 218.5 MOMENTS: Span Cond Moment kip-ft Center Max + 47.6 REACTIONS (kips): Allowable Loads (lbs/ft) 160.0 240.0 ft 20.9 Left Right DL reaction 2.21. 2.11 Max +LL reaction 2.35 2.25 Max +total reaction 4.56 4.36 DEFLECTIONS: Dead load (in) = 0.921 LID = 545 Live load (in) = 0.983 LID = 511 Total load (in) = 1.904 LID = 264 S Page 64 Standard Joist Selection RAM Steel 15.11.00.26 RMSflucuiaISyzm DataBase: SSE Lateral Model 11-1-18 OCBF %113enttey,Building Code: IBC Floor Type: Roof Beam Number =49 SPAN INFORMATION (ft): I-End (58.72,113.1.7) J-End (58.72,150.88) Joist Size (Optimum) = 26K5 Total Beam Length (ft) = 37.71 LINE LOADS (k/ft: Load Dist DL LL Red% Type PartL 1 0.000 0.023 '0.000 --- NonR 0.000 37.713 0.023 0.000 0.000 2 0.000 0.029 0.059 1.5% Roof 0.000 37.713 0.029 0.059 0.000 3 0.000 0.023 0.000 --- NonR 0.000 33.476 0.023 0.000 0.000 4 0.000 0.029 0.059 1.5% Roof 0.000 33.476 0.029 0.059 0.000 5 33.476 0.023 0.000 --- NonR 0.000 37.713 0.000 0.000 0.000 6 33.476 0.029 0.059 1.5% .Roof 0.000 37.713 0.000 0.000 0.000 7 0.000 0.000 0.000 --- ' NonR 0.000 37.713 0.000 0.000 0.000 Maximum Total Unif. Load at any location (lbs/ft): 221.3 Maximum Allowable Total Unif. Load at any location (lbs/ft) 550.0 Allowable Stress Ratio: 1.00 11/01/18 12:55:43 Design Loads Dead: 105.7 Live: 115.6 Total: 221.3 MOMENTS: Span Cond Moment kip-ft Center Max+ 39.2 REACTIONS (kips): Allowable Loads (lbslft) 173.0 255.0 ft 18.8 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Total load (in) Left Right 1.99 1.89 2.18 2.06 4.16 3.95 = 0.768 LID = 589 = 0.840 LID = 539 = 1.608 LID = 281 Page 65 Standard Joist Selection RAM Steel 15.11.00.26 RAMSIr.ctwaISy.m DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 iBentLey Building Code: IBC Floor Type: Roof Beam Number = 50 SPAN INFORMATION (ft): I-End (64.59,113.1.7) J-End (64.59,146.64) Joist Size (Optimum) = 22K4 Total Beam Length (ft) = 33.48 LINE LOADS (k/ft): Load Dist DL LL Red% 1 0.000 0.023 0.000 33.476 0.023 0.000 2 0.000 0.029 0.059 0.0% 33.476 0.029 0.059 3 0.000 0.023 0.000 29.238 0.023 0.000 4 0.000 0.029 0.059 0.0% 29.238 0.029 0.059 5 29.238 0.023 0.000 33.476 0.000 0.000 6 29.238 0.029 0.059 0.0% 33.476 0.000 0.000 7 0.000 0.000 0.000 33.476 0.000 0.000 Type PartL NônR 0.000 0.000 Roof 0.000 0.000 NonR 0.000 0.000 Roof 0.000 0.000 NonR 0.000 0.000 Roof 0.000 0.000 NonR 0.000 0.000 Maximum Total Unif. Load at any location (lbs/ft): 223.1 Maximum Allowable Total Unif. Load at any location (lbs/ft) 550.0 Allowable Stress Ratio: 1.00 Design Loads Dead: 105.7 Live: 117.4 Total: 223.1 MOMENTS: Span Cond Moment kip-ft Center Max+ 31.1 REACTIONS (kips): Allowable Loads (lbs/ft) 156.9 235.3 ft 16.7 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Total load (in) Left Right 1.76 1.66 1.96 1.85 3.72 3.51 = 0.752 LtD = 534 = 0.835 LtD = 481 = 1.587 LID = 253 Page 66 Standard Joist Selection RAM Steel 15.11.00.26 RMSInzdrnnISystem DataBase: SSE Lateral Model 11-1-18 OCBF n-ji3enney-Building Code: IBC Floor Type: Roof Beam Number =51 SPAN INFORMATION (ft): 1-End (70.46,113.17) Joist Size (Optimum) = 20K3 Total Beam Length (ft) = 29.24 LINE LOADS (k/ft): Load Dist DL LL Red% 1 0.000 0.023 0.000 29.238 0.023 0.000 2 0.000 0.029 0.059 0.0% 29.238 0.029 0.059 3 0.000 0.023 0.000 25.000 0.023 0.000 4 0.000 0.029 0.059 0.0% 25.000 0.029 0.059 5 25.000 0.023 0.000 29.238 0.000 0.000 6 25.000 0.029 0.059 0.0% 29.238 0.000 0.000 7 0.000 0.000 0.000 29.238 0.000 0.000 11/01/18 12:55:43 J-End (70.46,142.40) Type PartL Non'R 0.000 0.000 Roof 0.000 0.000 NónR 0.000 0.000 Roof 0.000 0.000 NnR 0.000 0.000 Roof 0.000 0.000 NonR 0.000 0.000 Maximum Total Unif. Load at any location (lbs/ft): 223.1 Maximum Allowable Total Unif. Load at any location (lbs/ft) 550.0 Allowable Stress Ratio: 1.00 Design 'Loads Dead: 105.7 'Live: 117.4 Total: 223.1 MOMENTS: Span Cond Moment kip-ft Center Max+ 23.7 REACTIONS (kips): Allowable Loads (lbs/ft) 166.0 239.2 ft 14.6 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Total load (in) Left Right 1.54 1.44 1.71 1.60 3.25 3.04 = 0.621 LID = 565 = 0.690 LID = 509 = 1.3.10 L/D = 268 Page 67 Special Joist Selection RAM Steel 15.11.00.26 RAM ShuctwaISy5tem DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 BentLey' Building Code:: IBC Floor Type: Roof Beam Number =52 SPAN INFORMATION (ft): i-End (0.00,77.50) Joist Size (Optimum) = XXGSP Total Beam Length (ft) = 38.17 POINT LOADS (kips): J-End (38.17,77.50) Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 5.872 1.88 0.00 0.0 0.00 0.00 0.0 2.09 40.0 0.00 5.872 1.88 0.00 0.0 0.00 0.00 0.0 2.09 40.0 0.00 11.744 1.88 0.00 0.0 0.00 0.00 0.0 2.09 40.0 0.00 11.744 1.88 0.00 0.0 0.00 0.00 0.0 2.09 40.0 0.00 17.615 1.88 0.00 0.0 0.00 0.00 0.0 2.09 40.0 0.00 17.615 1.88 0.00 0.0 0.00 0.00 0.0 2.09 40.0 0.00 23.487 1.88 0.00 0.0 0.00 0.00 0.0 2.09 40.0 0.00 23.487 1.88 0.00 0.0 0.00 0.00 0.0 2.09 40.0 0.00 29.359 1.89 0.00 0.0 0.00 0.00 0.0 2.10 40.0 0.00 29.359 1.89 0.00 0.0 0.00 0.00 0.0 2.10 40.0 0.00 35.302 1.88 0.00 0.0 0.00 0.00 0.0 2.09 40.0 0.00 35.302 1.88 0.00 0.0 0.00 0.00 0.0 2.09 40.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.000 0.000 --- NonR 0.000 38.166 0.000 0.000 0.000 MOMENTS: Span Cond Moment kip-ft ft Center Max+ 195.7 17.6 REACTIONS (kips): Left Right DL reaction 10.44 12.20 Max +LL reaction 6.96 8.13 Max +total reaction 17.39 20.33 Page 68 U Special Joist Selection RAM Steel 15.11.00.26 RAMSiroctwaISystem DataBase: SSE Lateral Model 11-1-18 OCBF IBenttey Building Code: IBC 11/01/1812:55:43 Floor Type: Roof Beam Number = 53 SPAN INFORMATION (ft): i-End (38.17,77.50) J-End (83.83,77.50) Joist Size (Optimum) = XXGSP Total Beam Length (ft) = 45.67 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 2.936 1.88 0.00 0.0 0.00 0.00 0.0 2.09 40.0 0.00 2.936 1.88 0.00 0.0 0.00 0.00 0.0 2.09 40.0 0.00 8.808 1.88 0.00' 0.0 0.00 0.00 0.0 2.09 40.0 0.00 8.808 1.88 0.001 0.0 0.00 0.00 0.0 2.09 40.0 0.00 14.679 1.88 0.001 0.0 0.00 0.00 0.0 2.09 40.0 0.00 14.679 1.88 . 0.00' 0.0 0.00 0.00 0.0 2.09 40.0 0.00 20.551 1.88 0.00' 0.0 0.00 0.00 0.0 2.09 40.0 0.00 20.551 1.88 0.00 0.0 0.00 0.00 0.0 2.09 40.0 0.00 26.423 1.88 0.00 0.0 0.00 0.00 0.0 2.09 40.0 0.00 26.423 1.88 0.00' 0.0 0.00 0.00 0.0 2.09 40.0 0.00 32.295 1.88 0.00' 0.0 0.00 0.00 0.0 2.09 40.0 0.00 32.295 1.88 0.00' 0.0 0.00 0.00 0.0 2.09 40.0 0.00 38.167 1.77 .0.00' 0.0 0.00 0.00 0.0 1.29 40.0 0.00 38.167 1.77 0.00 0.0 0.00 0.00 0.0 1.29 40.0 0.00 41.417 0.96 0.00 0.0 0.00 0.00 0.0 1.06 40.0 0.00 41.417 0.96 0.00 0.0 0.00 0.00 0.0 1.06 40.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.000 0.000 --- NónR 0.000 45.666 0.000 0.000 0.000 MOMENTS: Span Cond Moment kip-ft ft Center Max + 277.8 20.6 REACTIONS (kips): Left Right DL reaction 1,4.64 13.43 Max +LL reaction 9.63 8.27 Max +total reaction 24.27 21.70 Page 69 Standard Joist Selection RAM Steel 15.11.00.26 RAMStrucwuaIsystem DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 %Jf3entley-Building Code: IBC Floor Type: Roof Beam Number =56 SPAN INFORMATION (ft): I-End (79.58,49.11) J-End (79.58,77.50) Joist Size (Optimum) = 16K2 Total Beam Length (ft) = 28.39 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.030 0.000 --- NonR 0.000 28.385 0.030 0.000 . 0.000 2 0.000 0.038 0.075 0.0% Roof 0.000 28.385 0.038 0.075 0.000 3 0.000 0.000 0.000 --- NonR 0.000 28.385 0.000 0.000 0.000 Maximum Total Unif Load at any location (lbs/ft): 142.5 Maximum Allowable Total Unif. Load at any location (lbs/ft): 550.0 Allowable Stress Ratio: 1.00 Design Loads Allowable Loads (lbs/ft) Dead: 67.5 Live: 75.0 101.8 Total: 142.5 152.6 MOMENTS: Span Cond Moment kip-ft ft Center Max + 14.4 14.2 REACTIONS (kips): Left Right DL reaction 0.96 0.96 Max +LL reaction 1.06 1.06 Max +total reaction 2.02 2.02 DEFLECTIONS: Dead load (in) = 0.628 LID = 543 Live load (in) = 0.697 LID = 488 Total load (in) = 1.325 LID = 257 Page 70 ) U Standard Joist Selection RAM Steel 15.11.00.26 RAMShucturaISFtm DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 %113enttey-Building Code: IBC Floor Type: Roof Beam Number = 57 SPAN INFORMATION (ft): I-End (79.58,77.50) J-End (79.58,105.89) Joist Size (Optimum) = 16K2 Total Beam Length (ft) = 28.39 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.030 0.000 --- NonR 0.000 28.385 0.030 0.000 0.000 2 0.000 0.038 0.075 0.0% Roof 0.000 28.385 0.038 0.075 0.000 3 0.000 0.000 0.000 --- NonR 0.000 28.385 0.000 0.000 0.000 Maximum Total Unif. Load at any location (lbs/ft): 142.5 Maximum Allowable Total Unif. Load at any location (lbs/ft): 550.0 Allowable Stress .Ratio: 1.00 Design Loads Dead: 67.5 Live: 75.0 Total: 142.5 MOMENTS: Span Cond Moment kip-ft Center Max+ 14.4 REACTIONS (kips): Allowable Loads (lbs/ft 101.8 152.6 ft 14.2 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Total load (in) Left Right 0.96 0.96 1.06 1.06 2.02 2.02 = 0.628 L/D = 543 = 0.697 L/D = 488 = 1.325 L/D = 257 Page 71 Gravity Beam Design RAM Steel 15.11.00.26 RAM SIrufluaI System DataBase: SSE Lateral Model 11-1-18 OCBF IBenttey. Building Code: .IBC Floor Type: Roof Beam Number = 58 SPAN INFORMATION (ft): I-End (76.33,77.50) J-End (76.33,105.89) Beam Size (User Selected) = W14X.43 Total Beam Length (ft) = 28.39 Mp (kip-ft) = 290.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.036 0.000 --- NonR 0.000 28.385 0.036 0.000 0.000 2 0.000 0.046 0.091 0.0% Roof 0.000 28.385 0.046 0.091 0.000 3 0.000 0.043 0.000 --- NonR 0.000 28.385 0.043 0.000 0.000 SHEAR: Max Va (DL+LL) = 3.07 kips Vn/1.50 = 83.57 kips MOMENTS: Span Cond LoadCombo Ma @ Lb kip-ft ft ft Center Max + DL+LL 21.8 14.2 0.0 Controlling .DL+LL 21.8 14.2 0.0 REACTIONS (kips): 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Fy = 50.0 ksi Cb 0 Mii/.Q kip-ft 1.00 1.67 173.65 1.00 1.67 173.65 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 1.77 1.77 1.29 1.29 3.07 3.07 at 14.19 ft = -0.147 LID = 2316 at 14.19 ft = -0.107 LID = 3173 at 14.19 ft = -0.254 L/D = 1339 Page 72 Fy = 50.0 ksi PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb Mn/0 ft kip-ft 0.0 1.00 1.67 173.65 0.0 1.00 1.67 173.65 Gravity Beam Design RAM Steel 15.11.00.26 RAMSIructwaISym DataBase: SSE Lateral Model 11-1-18 OCBF %Benttey-Building Code: IBC Floor Type: Roof Beam Number = 59 SPAN INFORMATION (ft): i-End (76.33,49.11) J-End (76.33,77.50) 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Beam Size (User Selected) = W14X.43 Total Beam Length (ft) = 28.39 Mp (kip-ft) = 290.00 LINE LOADS (k/ft: Load Dist DL LL Red% Type 1 0.000 0.036 0.000 --- NonR 28.385 0.036 0.000 2 0.000 0.046 0.091 0.0% Roof 28.385 0.046 0.091 3 0.000 0.043 0.000 --- NonR 28.385 0.043 0.000 SHEAR: Max Va (DL+LL) = 3.07 kips Vn/1.50 = 83.57 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 21.8 14.2 Controlling DL+LL 21.8 14.2 REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 1.77 1.77 1.29 1.29 3.07 3.07 at '14.19 ft = -0.147 L/D = 2316 at 14.1.9 ft = -0.107 LID = 3173 at 14.19 ft = -0.254 LID = 1339 Page 73 U . Gravity Beam Design RAM Steel 15.11.00.26 RMShuclwaISyEm DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 %Jaenttey-Building Code: IBC Steel Code: ATSC 360-10 ASD Floor Type: Level 3 Beam Number = 1 SPAN INFORMATION (It): I-End (71.02,41.83) J-End (76.33,41.83) Beam Size (User Selected) = W14X22 Total Beam Length (ft) = 5.31 Mp(kip-ft) = 138.33 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.103 0.000 --- NonR 5.312 0.103 0.000 2 0.000 0.010 0.200 0.0% Red 5.312 0.010 0.200 3 0.000 0.026 0.000 --- NonR 5.312 0.026 0.000 4 0.000 0.003 0.051 0.0% Red 5.312 0.003 0.051 5 0.000 0.022 0.000 --- NonR 5.312 0.022 0.000 SHEAR: Max Va (DL+LL) = 1.1.0 kips Vn/1.50 = 63.02 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 1.5 2.7 Controlling DL+LL 1.5 2.7 REACTIONS (kips): Fy = 50.0 ksi PartL 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 Mn/O ft kip-ft 0.0 1.00 1.67 82.83 0.0 1.00 1.67 82.83 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 0.44 0.44 0.67 0.67 1.10 1.10 at 2.66 ft = -0.001 at 2.66 ft = -0.001 at 2.66 ft = -0.001 L/D = 49521 Page 74 Gravity Beam Design RAM Steel 15.11.00.26 RAM SIructwaISytm DataBase: SSE Lateral Model 11-1-18 OCBF %113enttey-Building Code: IBC Floor Type: Level 3 Beam Number =2 SPAN INFORMATION (ft): I-End (0.00,41.83) J-End (5.31,41.83) 11/01/18 12:55:43 Steel Code: ATSC 360-10 ASD Beam Size (User Selected) = W14X22 Total Beam Length (ft) = 5.31 Mp (kip-ft) = 138.33 LINE LOADS (k/It): Load Dist DL LL Red% Type 1 0.000 0.103 0.000 --- NonR 5.3 12 0.103 0.000 2 0.000 0.010 0.200 0.0% Red 5.312 0.010 0.200 3 0.000 0.026 0.000 --- NonR 5.312 0.026 0.000 4 0.000 0.003 0.051 0.0% Red 5.312 0.003 0.051 5 0.000 0.022 0.000 --- NonR 5.312 0.022 0.000 SHEAR: Max Va (DL+LL) = 1.1.0 kips Vn/1.50 = 63.02 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 1.5 2.7 Controlling DL+LL 1.5 2.7 REACTIONS (kips): Fy = 50.0 ksi PartL 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb ft kip-ft 0.0 1.00 1.67 82.83 0.0 1.00 1.67 82.83 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 0.44 0.44 0.67 0.67 1.10 1.10 at 2.66 ft = -0.001 at 2.66 ft = -0.001. at 2.66 ft = -0.001 L/D = 49522 Page 75 Fy = 50.0 ksi PartL 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb ft kip-ft 0.0 1.00 1.67 82.83 0.0 1.00 1.67 82.83 Gravity Beam Design RAM Steel 15.11.00.26 RAMSrn2.turaISy5tem DataBase: SSE Lateral Model 11-1-18 OCBF %113enttey- Building Code: IBC Floor Type: Level 3 Beam Number = 3 SPAN INFORMATION (ft): I-End (0.00,113.1.7) J-End (5.31,113.17) 11/01/18 12:55:43 Steel Code: AISC 360-10 As:D Beam Size (User Selected) = W14X22 Total Beam Length (ft) = 5.31 Mp(kip-ft) = 138.33 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.026 0.000 --- NonR 5.312 0.026 0.000 2 0.000 0.003 0.051 0.0% Red 5.312 0.003 0.051 3 0.000 0.103 0.000 --- NonR 5.312 0.103 0.000 4 0.000 0.010 0.200 0.0% Red 5.312 00l0 0.200 5 0.000 0022 0.000 --- NonR 5.312 0022 0.000 SHEAR: Max Va (DL+LL) = 1.1.0 kips Vn/1.50 = 63.02 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 1.5 2.7 Controlling DL+LL 1.5 2.7 REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 0.44 0.44 0.67 0.67 1.10 1:10 at 2.66 ft = -0.001 at 2.66 ft = -0.001 at 2.66 ft = -0.001 LID = 49522 Page 76 U Gravity Beam Design RAM Steel 15.11.00.26 RAMStruzctulolSptEm DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/181.2:55:43 IBentLeY Building Code: IBC Steel Code: AiSC 360-10 ASD Floor Type: Level 3 Beam Number = 4 SPAN INFORMATION (ft): I-End (71.02,113.17) J-End (76.33,113.17) Beam Size (User Selected) = W14X22 Total Beam Length (ft) = 5.31 Mp (kip-ft) = 138.33 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.026 0.000 --- NonR 5.3 12 0.026 0.000 2 0.000 0.003 0.051 0.0% Red 5.312 0.003 0.051 3 0.000 0.103 0.000 --- NonR 5.312 0.103 0.000 4 0.000 0.010 0.200 0.0% Red 5.312 0.010 0.200 5 0.000 0.022 0.000 --- NonR 5.312 0.022 0.000 SHEAR: Max Va (DL+LL) = 1.10 kips Vn/1.50 = 63.02 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 1.5 2.7 Controlling DL+LL 1.5 2.7 REACTIONS (kips): Fy = 50.0 ksi PartL 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb Mn/a ft kip-ft 0.0 1.00 1.67 82.83 0.0 1.00 1.67 82.83 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 0.44 0.44 0.67 0.67 1.10 1.10 at 2.66 ft = -0.001 at 2.66 ft = -0.001 at 2.66 ft = -0.001 I L/D = 49522 Page 77 Red% RoofLL Red% PartL 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 Type PartL NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0,000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 Page 78 Gravity Beam Design RAM Steel 15.11.00.26 MSflulurnISym DataBase: SSE Lateral Model 11-1-18 OCBF %113enttey-Building Code: IBC Floor Type: Level 3 Beam Number = 13 SPAN INFORMATION (ft: i-End (-0.00,45.83) Beam Size (Optimum) = W18X35 Total Beam Length (ft) = 29.15 Mp (kip-ft) = 277.08 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL 15.463 0.06 0.05 0.0 0.00 0.00 15.463 0.03 0.02 0.0 0.00 0.00 18.514 0.06 0.05 0.0 0.00 0.00 18.514 0.02 0.01 0.0 3.03 0.00 21.251 0.06 0.05 0.0 0.00 0.00 21.251 0.01 0.01 0.0 4.26 0.00 24.302 0.06 0.05 0.0 0.00 0.00 27.952 1.08 1.34 0.0 6.29 0.00 LINE LOADS (k/ft): Load Dist DL ILL Red% 1 0.000 0.085 0.000 14.850 0.085 0.000 2 0.000 0.008 0.164 0.0% 14.850 0.008 0.164 3 14.851 0.085 0.000 15.462 0.000 0.000 4 14.851 0.008 0.164 0.0% 15.462 0.000 0.000 5 15.463 0.085 0.000 17.902 0.085 0.000 6 15.463 0.008 0.164 0.0% 17.902 0.008 0.164 7 17.902 0.085 0.000 18.514 0.000 0.000 8 17.902 0.008 0.164 0.0% 18.514 0.000 0.000 9 18.514 0.085 0.000 20.638 0.085 0.000 10 18.514 0.008 0.164 0.0% 20.638 0.008 0.164 11 20.639 0.085 0.000 21.250 0.000 0.000 12 20.639 0.008 0.164 0.0% 21.250 0.000 0.000 13 21.251 0.085 0.000 23.690 0.085 0.000 14 21.251 0.008 0.164 0.0% 23.690 0.008 0.164 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Fy = 50.0 ksi J-End (29.15,45.83) Gravity Beam Design RAM Steel 15.11.00.26 RAMSIrucmiaISym DataBase: SSE Lateral Model 11-1-18 OCBF IBenttey Building Code: IBC Load Dist DL LL Red% Type PartL 15 23.690 0.085 0.000 --- NonR 0.000 24.302 0.000 0.000 0.000 16 23.690 0.008 0.164 0.0% Red 0.000 24.302 0.000 0.000 0.000 17 24.303 0.085 0.000 --- NonR 0.000 29.145 0.085 0.000 0.000 18 24.303 0.008 0.164 0.0% Red 0.000 29.145 0.008 0.164 0.000 19 27.952 0.001 0.000 --- NonR 0.000 27.996 0.025 0.000 0.000 20 27.952 0.000 0.000 0.0% Red 0.000 27.996 0.003 0.051 0.000 21 27.996 0.026 0.000 --- NonR 0.000 29.145 0.026 0.000 0.000 22 27.996 0.003 0.051 0.0% Red 0.000 29.145 0.003 0.051 0.000 23 0.000 0.103 0.000 --- NonR 0.000 5.312 0.103 0.000 0.000 24 0.000 0.010 0.200 0.0% Red 0.000 5.312 0.010 0.200 0.000 25 5.313 0.103 0.000 --- NonR 0.000 15.462 0.057 0.000 0.000 26 5.31.3 0.010 0.200 0.0% Red 0.000 1.5.462 0.006 0.110 0.000 27 15.463 0.000 0.000 --- NonR 0.000 15.859 0.055 0.000 0.000 28 15.463 0.000 0.000 0.0% Red 0.000 15.859 0.005 0.107 0.000 29 15.860 0.055 0.000 --- NonR 0.000 18,514 0.043 0.000 0.000 30 15.860 0.005 0.107 0.0% Red 0.000 18.514 0.004 0.083 0.000 31 18.514 0.000 0.000 --- NonR 0.000 18.813 0.041 0.000 0.000 32 18.514 0.000 0.000 0.0% Red 0.000 18.813 0.004 0.081 0.000 33 18.814 0.042 0.000 --- NonR 0.000 21.250 0.031 0.000 0.000 34 18.814 0.004 0.081 0.0% Red 0.000 21.250 0.003 0.059 0.000 35 21.251 0000 0.000 --- NonR 0.000 21.463 0.029 0.000 . 0.000 36 21.251 0.000 0.000 0.0% Red 0.000 21.463 0.003 0.057 0.000 37 21.464 0.030 0.000 --- NonR 0.000 11/01/18 12:55:43 Steel Code: ATSC 360-10 ASD Page 79 Gravity Beam Design RAM Steel 15.11.00.26 RMSwaISy5m DataBase: SSE Lateral Model 11-1-18 OCBF BentLey Building Code: IBC Load Dist DL LL Red% Type 27.951 0.000 0.000 38 21.464 0.003 0.057 0.0% Red 27.951 0.000 0.000 39 0.000 0.035 0.000 --- NonR 29.145 0.035 0.000 SHEAR: Max Va (DL+LL) = 19.56 kips Vn/1.50 = 106.20 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 94.4 18.5 Controlling DL+LL 94.4 18.5 REACTIONS (kips): Left Right DL reaction 3.23 3.67 Max +LL reaction 7.19 15.89 Max +total reaction 10.42 19.56 DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) 11/01/18 12:55:43 Steel Code: AiSC 360-10 ASD PartL 0.000 0.000 0.000 0.000 0.000 Lb Cb Mn/a ft kip-ft 0.0 1.00 1.67 165.92 0.0 1.00 1.67 165.92 at 14.43 ft = -0.230 L/D = 1524 at 15.16 ft = -0.720 L/D = 486 at 15.16 ft = -0.949 L/D = 369 Page 80 U Gravity Beam Design RAM Steel 15.11.00.26 RAMSIrutwaISm DataBase: SSE Lateral Model 11-1-18 OCBF IBent1ey. Building Code: IBC 1.1/01/1812:55:43 Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number = 14 SPAN INFORMATION (ft): I-End (5.31,41.83) J-End (27.95,45.83) Beam Size (Optimum) = W16X26 Fy = 50.0 ksi Total Beam Length (ft) = 22.99 Mp (kip-ft) = :184.17 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 10.709 0.03 0.02 0.0 0.00 0.00 0.0 0.00 0.0 0.00 13.710 0.02 0.01 0.0 5.47 0.00 0.0 0.00 0.0 0.00 16.400 0.01 0.01 0.0 4.24 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL LL . Red% Type PañL 1 0.000 0.102 0.000 --- NonR 0.000 10.306 0.056 0.000 0.000 2 0.000 0.010 0.197 0.0% Red 0.000 10.306 0.005 0.108 0.000 3 10.307 0.056 0.000 --- NonR 0.000 10.709 0.000 0.000 0.000 4 10.307 0.005 0.108 0.0% Red 0.000 10.709 0.000 0.000 0.000 5 10.710 0.054 0.000 --- NonR 0.000 13.405 0.042 0.000 0.000 6 10.710 0.005 0.105 0.0% Red 0.000 13.405 0.004 0.082 0.000 7 13.406 0.042 0.000 --- NonR 0.000 13.709 0.000 0.000 0.000 8 13.406 0.004 0.082 0.0% Red 0.000 13.709 0.000 0.000 0.000 9 13.710 0.041 0.000 --- NonR 0.000 16.184 0.030 0.000 0.000 10 13.710 0.004 0.079 0.0% Red 0.000 16.184 0.003 0.058 0.000 11 16.184 0.030 0.000 --- NonR 0.000 16.400 0.000 0.000 0.000 1.2 16.184 0.003 0.058 0.0% Red 0.000 16.400 0.000 0.000 0.000 13 16.401 0.029 0.000 --- NonR 0.000 22.988 0.000 0.000 0.000 14 16.401 0.003 0.056 0.0% Red 0.000 22.988 0.000 0.000 0.000 15 0.000 0.026 0.000 --- NonR 0.000 22.943 0.026 0.000 0.000 16 0.000 0.003 0.051 0.0% Red 0.000 22.943 0.003 0.051 0.000 17 22.944 0.025 0.000 --- NonR 0.000 Page 81 U Gravity Beam Design RAM Steel 15.11.00.26 MM SIructIuaPSy5tm DataBase: SSE Lateral Model 11-1-18 OCBF jBenttey Building Code: IBC 11/01/181.2:55:43 Steel Code: AISC 360-10 ASD Load Dist DL LL Red% Type PartL 22.988 0.001 0.000 0.000 18 22.944 0.003 0.051 0.0% Red 0.000 22.988 0.000 0.000 0.000 19 0.000 0.026 0.000 --- NonR 0.000 22.988 0.026 0.000 0.000 SHEAR: Max Va (DL+LL) = 8.71 kips Vn/1.67 = 70.51 kips MOMENTS: Span Cond LoadCombo Ma @ Lb Cb Mn / 0 kip-ft ft ft . kip-ft Center Max+ DL+LL 63.1 13.7 0.0 1.00 1.67 110.28 Controlling - DL+LL 63.1 13.7 0.0 1.00 1.67 110.28 REACTIONS (kips): Left Right DL reaction 1.50 1.08 Max +LL reaction 5.51 7.63 Max +total reaction 7.02 8.71 DEFLECTIONS: Dead load (in) at 11.26 ft = -0.082 LID = 3373 Live load (in) at 12.07 ft = -0.532 L/D = 519 Net Total load (in) at 12.07 ft = -0.613 LID = 450 Page 82 Is Gravity Beam Design RAM Steel 15111.00.26 RAMStzu.iuialSy.t.m DataBase: SSE Lateral Model 11-1-18 OCBF IBenttey Building Code: IBC 11/01/1812:55:43 Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number = 15 SPAN INFORMATION (It): 1-End (0.00,49.11) J-End (29.15,49.11) Beam Size (Optimum) = W21X.44 Fy = 50.0 ksi Total Beam Length (It) = 29.15 Mp (kip-ft) = 397.50 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 14.850 0.10 0.10 0.0 0.00 0.00 0.0 0.00 0.0 0.00 1.4.850 0.06 0.05 0.0 0.00 0.00 0.0 0.00 0.0 0.00 17.902 0.10 0.10 0.0 7.74 0.00 0.0 0.00 0.0 0.00 17.902 0.06 0.05 0.0 0.00 0.00 0.0 0.00 0.0 0.00 20.639 0.10 0.10 0.0 6.82 0.00 0.0 0.00 0.0 0.00 20.639 0.06 0.05 0.0 0.00 0.00 0.0 0.00 0.0 0.00 23.690 0.10 0.10 0.0 0.00 0.00 0.0 0.00 0.0 0.00 23.690 0.06 0.05 0.0 0.00 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.118 0.000 --- NonR 0.000 14.002 0.118 0.000 0.000 2 0.000 0.011 0.228 0.0% Red 0.000 14.002 0.011 0.228 0.000 3 14.003 0.118 0.000 --- NonR 0.000 14.850 0.000 0.000 0.000 4 14.003 0.011 0.228 0.0% Red 0.000 14.850 0.000 0.000 0.000 5 14.851 0.118 0.000 --- NonR 0.000 17.054 0.118 0.000 0.000 6 14.851 0.011 0.228 0.0% Red 0.000 17.054 0.011. 0.228 0.000 7 17.055 0.118 0.000 --- NonR 0.000 17.902 0.000 0.000 0.000 8 17.055 0.011 0.228 0.0% Red 0.000 17.902 0.000 0.000 0.000 9 17.902 0. 118 0.000 --- NonR 0.000 19.791 0.118 0.000 0.000 10 17.902 0.011 0.228 0.0% Red 0.000 19.791 0.011 0.228 0.000 11 19.791 0.118 0.000 --- NonR 0.000 20.638 0.000 0.000 0.000 12 19.791 0.011 0.228 0.0% Red 0.000 20.638 0.000 0.000 0.000 13 20.639 0.118 0.000 --- NonR 0.000 22.842 0.118 0.000 0.000 14 20.639 0.011 0.228 0.0% 'Red 0.000 22.842 0.011 0.228 0.000 Page 83 Gravity Beam Design RAM Steel 15.11.00.26 RAM SbiIctuIaISytcm DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 IBenttey Building Code: .IBC Steel Code: AISC 360-10 ASD Dist 22.843 23.690 22.843 23.690 23.690 29.145 23.690 29.145 0.000 14.850 0.000 14.850 14.851 15.462 14.851 15.462 15.463 17.902 15.463 17.902 17.902 18.51. 4 17.902 18.514 18.514 20.638 18.514 20.638 20.639 21.250 20.639 21.250 21.251 23.690 21.251 23.690 23.690 24.302 23.690 24.302 24.303 29.145 24.303 29.145 0.000 DL 0.118 0.000 0.011 0.000 0.118 0.118 0.011 0.011 0.085 0.085 0.008 0.008 0.000 0.085 0.000 0.008 0.085 0.085 0.008 0.008 0.000 0.085 0.000 0.008 0.085 0.085 0.008 0.008 0.000 0.085 0.000 0.008 0.085 0.085 0.008 0.008 0.000 0.085 0.000 0.008 0.085 0.085 0.008 0.008 0.044 LL Red% 0.000 0.000 0.228 0.0% 0.000 0.000 0.000 0.228 0.0% 0.228 0.000 0.000 0.164 0.0% 0.164 0.000 0.000 0.000 0.0% 0.164 0.000 0.000 0.164 0.0% 0.164 0.000 0.000 0.000 0.0% 0.164 0.000 0.000 0.164 0.0% 0.164 0.000 0.000 0.000 0.0% 0.164 0.000 0.000 0.164 0.0% 0.164 0.000 0.000 0.000 0.0% 0.164 0.000 0.000 0.164 0.0% 0.164 0.000 Type PartL NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000. 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 Load 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 / Page 84 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD PartL 0.000 Lb Cb 0 Mn/a ft kip-ft 0.0 1.00 1.67 238.02 0.0 1.00 1.67 238.02 Gravity Beam Design RAM Steel 15.11.00.26 MSUuttwaISym DataBase: SSE Lateral Model 11-1-18 OCBF %lBenney-Building Code: IBC Load Dist DL LL Red% Type 29.145 0.044 0.000 SHEAR: Max Va (DL+LL) = 19.37 kips Vn/1.50 = 144.90 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 156.9 17.9 Controlling DL+LL 156.9 17.9 REACTIONS (kips): Left Right DL reaction 3.98 4.08 Max +LL reaction 1:0.69 15.30 Max +total reaction 1.4.67 19.37 DEFLECTIONS: Dead load (in) at 14.57 ft = -0.185 Live load (in) at . 15.16 ft = -0.717 Net Total load (in) at 15.16 ft = -0.902 L/D = 1886 L/D= 488 L/D = 388 Page 85 Gravity Beam Design RAM Steel 15.11.00.26 MSuuctwaISym DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 iBentLey. Building Code: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number = 16 SPAN INFORMATION (ft): I-End (29.15,49.11) J-End (52.03,49.11) Beam Size (User Selected) = W16X26 Fy = 50.0 ksi Total Beam Length (ft) = 22.89 Mp (kip-ft) = 184.17 POINT LOADS (kips): Dist DL :RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 4.141 -0.50 -0.76 0.0 0.00 0.00 0.0 0.00 0.0 0.00 13.900 -0.50 -0.76 0.0 0.00 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.203 0.000 --- NonR 0.000 22.885 0.203 0.000 0.000 2 0.000 0.020 0.392 0.0% Red 0.000 22.885 0.020 0.392 0.000 3 0.000 0.026 0.000 --- NonR 0.000 22.885 0.026 0.000 0.000 SHEAR: Max Va (DL+LL) = 6.94 kips Vn/1.67 = 70.51 kips MOMENTS: Span Cond LoadCombo Ma @ Lb Cb 92 Mn / 9 kip-ft ft ft kip-ft Center Max + DL+LL 38.7 11.3 0.0 1.00 1.67 110.28 Controlling DL+LL 38.7 11.3 0.0 1.00 1.67 110.28 REACTIONS (kips): Left Right DL reaction 2.24 2.45 Max +LL reaction 4.49 4.49 Max -LL reaction -0.92 -0.60 Max +total reaction 6.72 6.94 DEFLECTIONS: Dead load (in) at 11.44 ft = -0.140 LID = 1,967 .Live load (in) at 11.44 ft = -0.277 L/D = 990 Net Total load (in) at 11.44 ft = -0.417 LID = 659 Page 86 Red% Roof LL Red% PartL 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 Type PartL NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 'Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0:000 .NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 Page 87 Gravity Beam Design RAM Steel 15.11.00.26 RAMSIructurnISptm DataBase: SSE Lateral Model 11-1-18 OCBF %flBenttey-Building Code: IBC Floor Type: Level 3 Beam Number = 17 SPAN INFORMATION (It): i-End (52.03,49.11) Beam Size (User Selected) = W18X35 Total Beam Length (ft) = 24.30 Mp (kip-ft) = 277.08 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL 0.609 0.10 0.10 0.0 0.00 0.00 0.609 0.06 0.05 0.0 0.00 0.00 3.655 0.09 0.09 0.0 6.82 0.00 3.655 0.06 0.05 0.0 0.00 0.00 6.387 0.09 0.09 0.0 7.73 0.00 6.387 0.06 0.05 0.0 0.00 0.00 9.434 0.09 0.09 0.0 0.00 0.00 9.434 0.06 0.05 0.0 0.00 0.00 20.427 3.38 5.20 0.0 0.42 0.00 LINE LOADS (k/It): Load Dist DL LL Red% 1 20.427 0.000 0.000 21.268 0.043 0.000 2 20.427 0.000 0.000 0.0% 21.268 0.004 0.084 3 21.269 0.044 0.000 24.302 0.044 0.000 4 21.269 0.004 0.084 0.0% 24.302 0.004 0.084 5 0.000 0203 0.000 0.609 0.118 0.000 6 0.000 0.020 0.392 0.0% 0.609 0.011 0.228 7 0.609 0.000 0.000 1.452 0.118 0.000 8 0.609 0.000 0.000 0.0% 1.452 0.011 0.228 9 1.453 0.118 0.000 3.655 0.118 0.000 10 1.453 0.011 0.228 0.0% 3.655 0.011 0.228 ii 3.656 0.000 0.000 4.458 0.118 0.000 12 3.656 0.000 0.000 0.0% 4.458 0.011 0.228 13 4.459 0.118 0.000 6.387 0.118 0.000 14 4.459 0.011 0.228 0.0% 11/01/18 12:55:43 Steel Code: AiSC 360-10 ASD Fy = 50.0 ksi J-End (76.33,49.11) Gravity Beam Design RAM Steel 15.11.00.26 RAMSluraISy5tem DataBase: SSE Lateral Model 11-1-18 OCBF BentLey Building Code: IBC Load Dist DL LL Red% Type PartL 6.387 0.011 0.228 0.000 15 6.388 0.000 0.000 --- NonR 0.000 7.190 0.118 0.000 0.000 16 6.388 0.000 0.000 0.0% Red 0.000 7.190 0.011 0.228 0.000 17 7.191 0.118 0.000 --- NonR 0.000 9.433 0.118 0.000 0.000 18 7.191 0.011 0.228 0.0% Red 0.000 9.433 0.011 0.228 0.000 19 9.434 0.000 0.000 --- NonR 0.000 10.236 0.118 0.000 0.000 20 9.434 0.000 0.000 0.0% Red 0.000 10.236 0.011 0.228 . 0.000 21 10.237 0.118 0.000 --- NonR 0.000 20.427 0.118 0.000 0.000 22 10.237 0.011 0.228 0.0% Red 0.000 20.427 0.011 0.228 0.000 23 0.609 0.085 0.000 --- NonR 0.000 3.075 0.085 0.000 0.000 24 0.609 0.008 0.164 0.0% Red 0.000 3.075 0.008 0.164 0.000 25 3.076 0.085 0.000 --- NonR 0.000 3.655 0.000 0.000 0.000 26 3.076 0.008 0.164 0.0% Red 0.000 3.655 0.000 0.000 0.000 27 3.656 0.085 0.000 --- NonR 0.000 5.807 0.085 0.000 0.000 28 3.656 0.008 0.164 0.0% Red 0.000 5.807 0.008 0.164 0.000 29 5.808 0.085 0.000 --- NonR 0.000 6.387 0.000 0.000 0.000 30 5.808 0.008 0.164 0.0% Red 0.000 6.387 0.000 0.000 0.000 31 6.388 0.085 0.000 --- NonR 0.000 8.853 0.085 0.000 0.000 32 6.388 0.008 0.164 0.0% Red 0.000 8.853 0.008 0.164 0.000 33 8.854 0.085 0.000 --- NonR 0.000 9.433 0.000 0.000 0.000 34 8.854 0.008 0.164 0.0% Red 0.000 9.433 0.000 0.000 0.000 35 9.434 0.085 0.000 --- NonR 0.000 24.302 0.085 0.000 0.000 36 9.434 0.008 0.164 0.0% Red 0.000 24.302 0.008 0.164 0.000 11/01/18 12:55:43 Steel Code: AJSC 360-10 ASD Page 88 Gravity Beam Design RAM Steel 15.11.00.26 RAMSIrutwaISym DataBase: SSE Lateral Model 11-1-18 OCBF IBentIey, Building Code: IBC Load Dist DL LL Red% Type 37 0.000 0.035 0.000 --- NonR 24.302 0.035 0.000 SHEAR: Max Va (DL+LL) = 20.97 kips Vn/1..50 = 106.20 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 104.7 9.4 Controlling DL+LL 104.7 9.4 REACTIONS (kips): Left Right DL reaction 3.87 5.72 Max +LL reaction 17.11 12.00 Max +total reaction 20.97 17.72 DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD PartL 0.000 0.000 Lb Cb ft kip-ft 0.0 1.00 1.67 165.92 0.0 1.00 1.67 165.92 at 12.52 ft = -0.194 L/D = 1505 at 11.91 ft = -0.592 L/D = 493 at 11.91 ft = -0.785 L/D = 371 Page 89 U Gravity Beam Design RAM Steel 15.11.00.26 PA Stiumal DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 iBentLey. Building Code: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number = 19 SPAN INFORMATION (ft): I-End (29.15,45.83) J-End (52.03,45.83) Beam Size (User Selected) = W16X26 Fy = 50.0 ksi Total Beam Length (ft) = 22.89 Mp (kip-ft) = 184.17 POINT LOADS (kips): Dist DL 1RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 4.141 1.31 1.77 0.0 0.00 0.00 0.0 0.00 0.0 0.00 13.900 1.31 1.77 0.0 0.00 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.085 0.000 --- NonR 0.000 22.885 0.085 0.000 0.000 2 0.000 0.008 0.164 0.0% Red 0.000 22.885 0.008 0.164 0.000 3 13.901. 0.000 0.000 --- NonR 0.000 14.408 0.026 0.000 0.000 4 13.901 0.000 0.000 0.0% Red 0.000 14.408 0.003 0.051 0.000 5 14.409 0.026 0.000 --- NonR 0.000 22.377 0.026 0.000 0.000 6 14.409 0.003 0.051 0.0% Red 0.000 22.377 0.003 0.051 0.000 7 22.378 0.026 0.000 --- NonR 0.000 22.885 0.000 0.000 0.000 8 22.378 0.003 0.051 0.0% Red 0.000 22.885 0.000 0.000 0.000 9 0.000 0.026 0.000 --- NonR 0.000 3.633 0.026 0.000 0.000 10 0.000 0.003 0.051 0.0% Red 0.000 3.633 0.003 0.051 0.000 11 3.633 0.026 0.000 --- NonR 0.000 4.141. 0.000 0.000 0.000 12 3.633 0.003 0.051 0.0% Red 0.000 4.141 0.000 0.000 0.000 13 4.142 0.068 0.000 --- NonIR 0.000 13.900 0.068 0.000 0.000 14 4.142 0.007 0.131 0.0% Red 0.000 13.900 0.007 0.131 0.000 15 0.000 0.026 0.000 --- NonR 0.000 22.885 0.026 0.000 0.000 SHEAR: Max Va (DL+LL) = 8.61 kips Vn/1.67 = 70.51 kips MOMENTS: Page 90 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Lb Cb Mn/0 ft kip-ft 0.0 1.00 1.67 110.28 0.0 1.00 1.67 110.28 Gravity Beam Design RAM Steel 15.11.00.26 RAMS!ruturaISpm DataBase: SSE Lateral Model 11-1-18 OCBF BentIey, Building Code:: IBC Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 49.2 12.4 Controlling DL+LL 49.2 12.4 REACTIONS (kips): Left Right DL reaction 3.54 2.89 Max +LL reaction 5.06 4.14 Max +total reaction 8.61 7.03 DEFLECTIONS: Dead load (in) at 11.44 ft = -0.218 Live load (in) at 11.33 ft = -0.312 Net Total load (in) at 11.33 ft = -0.529 LID = 1262 LID = 881 LID= 519 Page 91 Red% RoofLL Red% PartL 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 Type PartL NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Page 92 Gravity Beam-Design RAM Steel 15.11.00.26 AMSUutwaPSym DataBase: SSE Lateral Model 11-1-18 OCBF %lBenttey- Building Code: IBC Floor Type: Level 3 Beam Number = 20 SPAN INFORMATION (ft): i-End (52.03,45.83) Beam Size (User Selected) = W18X35 Total Beam Length (ft) = 24.30 Mp (kip-ft) = 277.08 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL 3.075 0.06 0.05 0.0 0.00 0.00 3.075 0.01 0.01 0.0 3.84 0.00 5.807 0.06 0.05 0.0 0.00 0.00 5.807 0.02 0.01 0.0 2.78 0.00 8.854 0.06 0.05 0.0 0.00 0.00 8.854 0.03 0.02 0.0 0.00 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% 1 0.000 0.000 0.000 0.609 0.085 0.000 2 0.000 0.000 0.000 0.0% 0.609 0.008 0.164 3 0.609 0.085 0.000 3.075 0.085 0.000 4 0.609 0008 0.164 0.0% 3.075 0.008 0.164 5 3.076 0.000 0.000 3.655 0.085 0.000 6 3.076 0.000 0.000 0.0% 3.655 0.008 0.164 7 3.656 0.085 0.000 5.807 0.085 0.000 8 3.656 0.008 0.164 0.0% 5.807 0.008 0.164 9 5.808 0.000 0.000 6.387 0.085 0.000 10 5.808 0.000 0.000 0.0% 6.387 0.008 0.164 11 6.388 0.085 0.000 8.853 0.085 0.000 12 6.388 0.008 0.164 0.0% 8.853 0.008 0.164 13 8.854 0.000 0.000 9.433 0.085 0.000 14 8.854 0.000 0.009 0.0% 9.433 0.008 0.164 15 9.434 0.085 0.000 24.302 0.085 0.000 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Fy = 50.0 ksi J-End (76.33,45.83) U . Gravity Beam Design RAM Steel 15.11.00.26 RAMSfrutwaISy5m DataBase: SSE Lateral Model 11-1-18 OCBF Bentley Building Code: .IBC 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Load Dist DL LL Red% Type PartL 16 9.434 0.008 0.164 0.0% Red 0.000 24.302 0.008 0.164 0.000 17 0.000 0.017 0.000 --- NonR 0.000 2.872 0.030 0.000 0.000 18 0.000 0.002 0.032 0.0% Red 0.000 2.872 0.003 0.058 0.000 19 2.873 0.029 0.000 --- NonR 0.000 3.075 0.000 0.000 0.000 20 2.873 0.003 0.058 0.0% Red 0.000 3.075 0.000 0.000 0.000 21 3.076 0.031 0.000 --- NonR 0.000 5.522 0.042 0.000 0.000 22 3.076 0.003 0.059 0.0% Red 0.000 5.522 0.004 0.081 0.000 23 5.522 0.042 0.000 --- NonR 0.000 5.807 0.000 0.000 0.000 24 5.522 0.004 0.081 0.0% Red 0.000 5.807 0.000 0.000 0.000 25 5.808 0.043 0.000 --- NonR 0.000 8.476 0.055 0.000 0.000 26 5.808 0.004 0.083 0.0% Red 0.000 8.476 0.005 0.107 0.000 27 8.477 0.055 0.000 --- NonR 0.000 8.853 0.000 0.000 0.000 28 8.477 0.005 0.107 0.0% Red 0.000 8.853 0.000 0.000 0.000 29 8.854 0.057 0.000 --- NonR 0.000 18.989 0.103 0.000 0.000 30 8.854 0.006 0.110 0.0% Red 0.000 18.989 0.010 0.200 0.000 31 18.990 0.103 0.000 --- .NonR 0.000 24.302 0.103 0.000 0.000 32 18.990 0.010 0.200 0.0% Red 0.000 24.302 0.010 0.200 0.000 33 0.000 0.035 0.000 --- NonR 0.000 24.302 0.035. 0.000 0.000 SHEAR: Max Va (DL+LL) = 11.00 kips Vn/1.50 = 106.20 kips MOMENTS: Span Cond LoadCombo Ma @ Lb Cb Mn / Q kip-ft ft ft kip-ft Center Max + DL+LL 52.6 10.4 0.0 1.00 1.67 165.92 Controlling DL+LL 52.6 10.4 0.0 1.00 1.67 165.92 REACTIONS (kips): Page 93 U , Gravity Beam Design RAM Steel 15.11.00.26 RAM ShuctuialSyztem DataBase: SSE Lateral Model 11-1-18 OCBF 11 /01/18 12:55:43 t-I-Isenttey, Building Code: IBC Steel Code: AISC 360-10 ASD Left Right DL reaction '2.34 2.73 Max +LL reaction :8.66 5.16 Max +total reaction 11.00 7.89 DEFLECTIONS: Dead load (in) at 12.27 ft = -0.112 L/D = 2592 Live load (in) at 11.79 ft = -0.275 L/D = 1062 Net Total load (in) at 11.79 ft = -0.387 L/D = 753 Page 94 Floor Type: Level 3 Beam Number = 24 SPAN INFORMATION (ft): i-End (47.19,105.89) Beam Size (Optimum) = W21X44 Total Beam Length (ft) = 29.15 Mp (kip-ft) = 397.50 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL 5.456 0.06 0.05 0.0 0.00 0.00 5.456 0.10 0.10 0.0 0.00 0.00 8.502 0.06 0.05 0.0 0.00 0.00 8.502 0.10 0.10 0.0 6.82 0.00 111.234 0.06 0.05 0.0 0.00 0.00 111.234 0.10 0.10 0.0 7.74 0.00 14.280 0.06 0.05 0.0 0.00 0.00 114.280 0.110 0.110 0.0 0.00 0.00 25.271 4.11 6.30 0.0 0.66 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% 1 0.000 0.085 0.000 4.843 0.085 0.000 2 0.000 0.008 0.164 0.0% 4.843 0.008 0.164 3 4.844 0.085 0.000 5.455 0.000 0.000 4 4.844 0.008 0.164 0.0% 5.455 0.000 0.000 5 5.456 0.085 0.000 7.890 0.085 0.000 6 5.456 0.008 0.164 0.0% 7.890 0.008 0.164 7 7.890 0.085 0.000 8.502 0.000 0.000 8 7.890 0.008 0.164 0.0% 8.502 0.000 0.000 9 8.502 0.085 0.000 10.622 0.085 0.000 10 8.502 0.008 0.164 0.0% 10.622 0.008 0.164 11 10.622 0.085 0.000 11.234 0.000 0.000 12 10.622 0.008 0.164 0.0% 11.234 0.000 0.000 13 11.234 0.085 0.000 113.668 0.085 0.000 14 111.234 0.008 0.164 0.0% J-End (76.33,105.89) Fy = 50.0 ksi Red% RóofLL Red% PartL 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0. 0.00 Type PartL NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NônR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 Page 95 Gravity Beam Design RAM Steel 15.111.00.26. RAM SflIaISFID DataBase: SSE Lateral Model 1 1-1-18 OCBF 111/01/18 12:55:43 %Ji3enttey-Building Code: IBC Steel Code: ATSC 360-10 ASD Gravity Beam Design RAM Steel 15.11.00.26 RAMShuctwaISy5tim DataBase: SSE Lateral Model 11-1-18 OCBF %joenney-Building Code: IBC Load Dist DL LL Red% Type PartL 13.668 0.008 0.164 0.000 15 13.669 0.085 0.000 --- NonR 0.000 14.280 0.000 0.000 0.000 16 13.669 0.008 0.164 0.0% Red 0.000 14.280 0.000 0.000 0.000 17 14.281 0.085 0.000 --- NonR 0.000 29.145 0.085 0.000 0.000 18 14.281 0.008 0.164 0.0% Red 0.000 29.145 0.008 0.164 0.000 19 25.271 0.000 0.000 --- NonR 0.000 26.112 0.043 0.000 0.000 20 25.271 0.000 0.000 0.0% Red 0.000 26.112 0.004 0.084 0.000 21 26.113 0.044 0.000 --- NonR 0.000 29.145 0.044 0.000 0.000 22 26.113 0.004 0.084 0.0% Red 0.000 29.145 0.004 0.084 0.000 23 0.000 0.118 0.000 --- NonR 0.000 5.455 0.118 0.000 0.000 24 0.000 0.011 0.228 0.0% Red 0.000 5.455 0.011 0.228 0.000 25 5.456 0.000 0.000 --- NonR 0.000 6.303 0.118 0.000 0.000 26 5.456 0.000 0.000 0.0% Red 0.000 6.303 0.011 0.228 0.000 27 6.304 0.118 0.000 --- .NonR 0.000 8.502 0.118 0.000 0.000 28 6.304 0.011 0.228 0.0% Red 0.000 8.502 0.011 0.228 0.000 29 8.502 0.000 0.000 --- NonR 0.000 9.349 0.118 0.000 0.000 30 8.502 0.000 0.000 0.0% Red 0.000 9.349 0'.011 0.228 0.000 31 9.350 0.118 0.000 --- NonR 0.000 11.234 0.118 0.000 0.000 32 9.350 0.011 0.228 0.0% Red 0.000 11.234 0.011 0.228 0.000 33 11.234 0.000 0.000 --- NonR 0.000 12.081 G. 0.000 0.000 34 11.234 0.000 0.000 0.0% Red 0.000 12.081 0.011 0.228 0.000 35 12.082 0.118 0.000 --- NonR 0.000 14.280 0.118 0.000 0.000 36 12.082 0.011 0.228 0.0% Red 0.000 14.280 0.011 0.228 0.000 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Page 96 11/01/18 12:55:43 Steel Code: ATSC 360-10 ASD PartL 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 Mn/c' ft kip-ft 0.0 1.00 1.67 238.02 0.0 1.00 1.67 238.02 Gravity Beam Design RAM Steel 15.11.00.26 RMSfluctwaISyWm DataBase: SSE Lateral Model 11-1-18 OCBF IBentLey Building Code: IBC Load Dist DL LL Red% Type 37 14.281 0.000 0.000 --- NonR 15.127 0.118 0.000 38 14.281 0.000 0.000 0.0% Red 15.127 0.011 0.228 39 15.128 0.118 0.000 --- NonR 25.270 0.118 0.000 40 15.128 0.011 0.228 0.0% Red 25.270 0.011 0.228 41 0.000 0.044 0.000 --- NonR 29.145 0.044 0.000 SHEAR: Max Va (DL+LL) = 23.40 kips Vn/1.50 = 144.90 kips MOMENTS: Span Cond LoadCombo Ma Center Max + DL+LL Controlling DL+LL REACTIONS (kips): kip-ft ft 172.6 11.2 172.6 11.2 Left Right 4.60 7.23 16.18 16.17 20.78 23.40 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) at 15.01 ft = -0.242 L/D = 1448 at 14.28 ft = -0.810 L/D = 432 at 14.28 ft = -1.051 L/D = 333 Paqe 97 U Gravity Beam Design RAM Steel 15.11.00.26 RMSflucturaISym DataBase: SSE. Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 IBentLey Building C&de: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number =25 SPAN INFORMATION (ft): I-End (24.30,105.89) J-End (47.19,105.89) Beam Size (User Selected) = W16X26 Fy = 50.0 ksi Total Beam Length (ft) = 22.89 Mp (kip-ft) = 184.17 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 8.987 -0.50 -0.76 0.0 0.00 0.00 0.0 0.00 0.0 0.00 18.746 -0.50 -0.76 0.0 0.00 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.203 0.000 --- NonR 0.000 22.885 0.203 0.000 0.000 2 0.000 0.020 0.392 0.0% Red 0.000 22.885 0.020 0.392 0.000 3 0.000 0.026 0.000 --- NonR 0.000 22.885 0.026 0.000 0.000 SHEAR: Max Va DL+LL) = 6.94 kips Vn/1.67 = 70.51 kips MOMENTS: Span Cond LoadCombo Ma @ Lb Cb Q Mn / kip-ft ft ft kip-ft Center Max + DL+LL 38.7 11.6 0.0 1.00 1.67 110.28 Controlling DL+LL 38.7 11.6 0.0 1.00 1.67 110.28 REACTIONS (kips): Left Right DL reaction 2.45 2.24 Max +LL reaction 4.49 4.49 Max -LL reaction -0.60 -0.92 Max +total reaction 6.94 6.72 DEFLECTIONS: Dead load (in) at 11.44 ft = -0.140 L/D = 1967 Live load (in) at 11.44 ft = -0.277 L/D = 990 Net Total load (in) at 11.44 ft = -0.417 L/D = 659 Page 98 U Gravity Beam Design RAM Steel 15.11.00.26 MSIrutuIaISy5tm DataBase: SSE: Lateral Model 11-1-18 OCBF IBenttey Building Code: IBC 11/01/1812:55:43 Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number = 26 SPAN INFORMATION (ft): I-End (0.00,105.89) J-End (24.30,105.89) Beam Size (User Selected) = W18X35 Fy = 50.0 ksi Total Beam Length (ft) = 24.30 Mp (kip-ft) = 277.08 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 14.860 0.06 0.05 0.0 0.00 0.00 0.0 0.00 0.0 0.00 14.860 0.09 0.09 0.0 0.00 0.00 0.0 0.00 0.0 0.00 17.907 0.06 0.05 0.0 0.00 0.00 0.0 0.00 0.0 0.00 17.907 0.09 0.09 0.0 7.73 0.00 0.0 0.00 0.0 0.00 20.639 0.06 0.05 0.0 0.00 0.00 0.0 0.00 0.0 0.00 20.639 0.09 0.09 0.0 6.82 0.00 0.0 0.00 0.0 0.00 23.685 0.09 0.09 0.0 0.00 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.085 0.000 --- NonR 0.000 14.860 0.085 0.000 0.000 2 0.000 0.008 0.164 0.0% Red 0.000 14.860 0.008 0.164 0.000 3 14.861 0.000 0.000 --- NonR 0.000 15.440 0.085 0.000 0.000 4 14.861 Ø:•ØØØ 0.000 0.0% Red 0.000 15.440 0.008 0.164 0.000 5 15.441 0.085 0.000 --- NonR 0.000 17.906 0.085 0.000 0.000 6 15.441 0.008 0.164 0.0% Red 0.000 17.906 0.008 0.164 0.000 7 17.907 0.000 0.000 --- NonR 0.000 18.486 0.085 0.000 0.000 8 1.7.907 0.000 0.000 0.0% Red 0.000 18.486 0.008 0.164 0.000 9 18.487 0.085 0.000 --- NonR 0.000 20.638 0.085 0.000 0.000 10 18.487 0.008 0.164 0.0% Red 0.000 20.638 0.008 0.164 0.000 11 20.639. 0.000 0.000 --- NonR 0.000 21.218 0.085 0.000 0.000 12 20.639 0.000 0.000 0.0% Red 0.000 21.218 0.008 0.164 0.000 13 21.219 0.085 0.000 --- NonR 0.000 24.302 0.085 0.000 0.000 14 21.219 0.008 0.164 0.0% Red 0.000 24.302 0.008 0.164 0.000 15 0.000 0.118 0.000 --- NonR 0.000 Page 99 U Gravity Beam Design RAM Steel 15.11.00.26 RMSfliiWraISym DataBase: SSE Lateral Model 11-1-18 OCBF Ieenttey. Building Code: IBC 1.1/01/181.2:55:43 Steel Code: AISC 360-10 ASD Load Dist DL LL Red% Type PartL 14.057 0.118 0.000 0.000 16 0.000 0.011. 0.228 0.0% Red 0.000 14.057 0.011 0.228 0.000 17 1.4.058 0.118 0.000 --- NonR 0.000 14.860 0.000 0.000 0.000 18 14.058 0.011 0.228 0.0% Red 0.000 14.860 0.000 0.000 0.000 19 14.861 0.118 0.000 --- NonR 0.000 17.103 0.118 0.000 0.000 20 14.861 0.011 0.228 0.0% Red 0.000 17.103 0.011 0.228 0.000 21 17.104 0.118 0.000 --- NonR 0.000 17.906 0.000 0.000 0.000 22 17.104 0.011 0.228 0.0% Red 0.000 17.906 0.000 0.000 0.000 23 17.907 0.118 0.000 --- NonR 0.000 19.835 0.118 0.000 0.000 24 17.907 0.011 0.228 0.0% Red 0.000 19.835 0.011 0.228 0.000 25 19.836 0.118 0.000 --- NonR 0.000 20.638 0.000 0.000 0.000 26 19.836 0.011 0.228 0.0% Red 0.000 20.638 0.000 0.000 0.000 27 20.639 0.118 0.000 --- NonR 0.000 22.881 0.11,8 0.000 0.000 28 20.639 0.011 0.228 0.0% Red 0.000 22.881 0.011 0.228 0.000 29 22.882 0.118 0.000 --- NonR 0.000 23.684 0.000 0.000 0.000 30 22.882 0.011 0.228 0.0% Red 0.000 23.684 0.000 0.000 0.000 31 23.685 0.118 0.000 --- NonR 0.000 24.302 0.118 0.000 0.000 32 23.685 0.011 0.228 0.0% Red 0.000 24.302 0.011 0.228 0.000 33 0.000 0.035 0.000 --- NonR 0.000 24.302 0.035 0.000 0.000 SHEAR: Max Va (DL+LL) = 19.58 kips Vn/1.50 = 106.20 kips MOMENTS: Span Cond LoadCombo Ma @ Lb Cb K2 Mn I kip-ft ft .ft kip-ft Center 'Max+ DL+LL 93.2 16.8 0.0 1.00 1.67 165.92 Controlling DL+LL 93.2 16.8 0.0 1.00 1.67 165.92 Page 100 U ' Gravity Beam Design RAM Steel 15.11.00.26 RMSIzuicturISytem DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/1812:55:43 BentLey. Building Code: IBC Steel Code: ATSC 360-10 ASD REACTIONS (kips): Left Right :DL reaction 3.19 3.33 Max +LL reaction 7.83 16.25 Max +total reaction 11.01 19.58 DEFLECTIONS: Dead load (in) at 12.15 ft = -0.142 L/D = 2057 Live load (in) at 12.88 ft = -0.509 L/D = 573 Net Total load (in) at 12.88 ft = -0.650 LID = 449 lu Page 101 U Gravity Beam Design RAM Steel 15.11.00.26 RMStruiwaISyim DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/1812:55:43 IBenttey Building Code: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number =61 SPAN INFORMATION (ft): I-End (5.31,113.17) J-End (24.30,109.82) Beam Size (User Selected) = W16X.26 Fy = 50.0 ksi Total Beam Length (ft) = 19.28 Mp (kip-ft) = 184.17 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 10.667 0.03 0.02 0.0 0.00 0.00 0.0 0.00 0.0 0.00 13.667 0.02 0.01 0.0 5.48 0.00 0.0 0.00 0.0 0.00 16.358 0.01 0.01 0.0 4.26 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.026 0.000 --- NonR 0.000 19.282 0.026 0.000 0.000 2 0.000 0.003 0.051 0.0% Red 0.000 19.282 0.003 0.051 0.000 3 0.000 0.102 0.000 --- NonR 0.000 10.284 0.056 0.000 0.000 4 0.000 0.010 0.197 0.0% Red 0.000 10.284 0.005 0.109 0.000 5 10.285 0.056 0.000 --- NonR 0.000 10.667 0.000 0.000 0.000 6 10.285 0.005 0.109 0.0% Red 0.000 10.667 0.000 0.000 0.000 7 10.668 0.054 0.000 --- NonR 0.000 13.377 0.043 0.000 0.000 8 10.668 0.005 0.105 0.0% Red 0.000 13.377 0.004 0.082 0.000 9 13.378 0.042 0.000 --- NonR 0.000 13.667 0.000 0.000 0.000 10 13.378 0.004 0.082 0.0% Red 0.000 13.667 0.000 0.000 0.000 11 13.668 0.041 0.000 --- NonR 0.000 16.151 0.030 0.000 0.000 12 13.668 0.004 0.080 0.0% Red 0.000 16.151 0.003 0.058 0.000 13 16.152 0.030 0.000 --- NonR 0.000 16.357 0000 0.000 0.000 14 16.152 003 0.058 0.0% Red 0.000 16.357 0.000 0.000 0.000 15 16.358 0.029 0.000 --- NônR 0.000 19.282 0.016 0.000 0.000 16 16.358 0.003 0.057 0.0% Red 0.000 19.282 0.002 0.032 0.000 17 0.000 0.026 0.000 --- NonR 0.000 Page 102 U Gravity Beam Design RAM Steel 15.11.00.26 RAMStzucIuIoISy5m DataBase: SSE Lateral Model 11-1-18 OCBF %jBenttey-Building Code: IBC 1.1/01/1812:55:43 Steel Code: AISC 360-10 ASD Load Dist DL LL Red% Type PartL 19.282 0.026 0.000 0.000 SHEAR: Max Va (DL+LL)= 9.86 kips Vn/1.67 = 70.51 kips MOMENTS: Span Cond LoadCombo Ma . Lb Cb 92 Mn/0 kip-ft ft ft kip-ft Center Max+ DL+LL 41.0 13.7 0.0 1.00 1.67 110.28 Controlling DL+LL 41.0 13.7 0.0 1.00 1.67 110.28 REACTIONS (kips): 'Left Right DL reaction 1.32 1.03 Max +LL reaction 4.10 8.83 Max +total reaction 5.42 9.86 DEFLECTIONS: Dead load (in) at 9.54 ft = -0.044 L/D = 5296 Live load (in) at 10.32 ft = -0.242 LID = 957 Net Total load (in) at 10.32 ft = -0.285 L/D = 811 Page 103 Beam Size (Optimum) = W18X.35 Total Beam Length (ft) = 29.15 Mp (kip-ft) = 277.08 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL 1.194 1.08 1.34 0.0 6.29 0.00 4.844 0.06 0.05 0.0 0.00 0.00 7.890 0.01 0.01 0.0 4.26 0.00 7.890 0.06 0.05 0.0 0.00 0.00 10.622 0.02 0.01 0.0 3.03 0.00 10.622 0.06 0.05 0.0 0.00 0.00 13.668 0.03 0.02 0.0 0.00 0.00 13.668 0.06 0.05 0.0 0.00 0.00 LINE LOADS (k/ft): Load Dist DL ILL Red% 1 0.000 0.026 0.000 1.149 0.026 0.000 2 0.000 0.003 0.051 0.0% 1.149 0.003 0.051 3 1.150 0.025 0.000 1.194 0.001 0.000 4 1.150 0.003 0.051 0.0% 1.194 0.000 0.000 5 1.194 0.000 0.000 7.677 0.030 0.000 6 1.194 0.000 0.000 0.0% 7.677 0.003 0.057 7 7.678 0.029 0.000 7.890 0.000 0.000 8 7.678 0.003 0.057 0.0% 7.890 0.000 0.000 9 7.890 0.031 0.000 10.322 0.042 0.000 10 7.890 0.003 0.059 0.0% 10.322 0.004 0.080 11 10.323 0.041 0.000 10.622 01.000 0.000 12 10.323 0.004 0.080 0.0% 10.622 0.000 0.000 13 10.622 0.043 0.000 13.272 0.055 0.000 14 10.622 0.004 0.083 0.0% 13.272 0.005 0.106 Fy = 50.0 ksi Red% RoofLL Red% PartL 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 Type PartL NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 Page 104 Gravity Beam Design RAM Steel 15.11.00.26 RAMSIrumraISy5tgm DataBase: SSE Lateral Mlodel 11-1-18 OCBF 11/01/18 12:55:43 %jBenttey-Building Code: IBC Steel Code: ATSC 360-10 ASD Floor Type: Level 3 Beam Number =62 SPAN INFORMATION (ft): I-End (47.19,109.17) J-End (76.33,109.17) Gravity Beam Design RAM Steel 15.11.00.26 RMSrnilwaISym DataBase: SSE Lateral Model 11-1-18 OCBF %113enttey-Building Code: IBC Load Dist DL LL Red% Type PartL 15 13.273 0.055 0.000 --- NonR 0.000 13.668 0.000 0.000 0.000 16 13.273 0.005 0.106 0.0% Red 0.000 13.668 0.000 0.000 0.000 1.7 13.669 0.057 0.000 --- NonR 0.000 23.833 0.103 0.000 0.000 18 13.669 0.005 0.110 0.0% Red 0.000 23.833 0.010 0.200 0.000 19 23.834 0.103 0.000 --- NonR 0.000 29.145 0.103 0.000 0.000 20 23.834 0.010 0.200 0.0% Red 0.000 29.145 0.010 0.200 0.000 21 0.000 0.085 0.000 --- NonR 0.000 4.843 0.085 0.000 0.000 22 0.000 0.008 0.164 0.0% Red 0.000 4.843 0.008 0.164 0.000 23 4.844 0.000 0.000 --- NonR 0.000 5.455 0.085 0.000 0.000 24 4.844 0.000 0.000 0.0% Red 0.000 5.455 0.008 0.164 0.000 25 5.456 0.085 0.000 --- NonR 0.000 7.890 0.085 0.000 0.000 26 5.456 0.008 0.164 0.0% Red 0.000 7.890 0.008 0.164 0.000 27 7.890 0.000 0.000 --- NonR 0.000 8.502 0.085 0.000 0.000 28 7.890 0.000 0.000 0.0% .Red 0.000 8.502 0.008 0.164 0.000 29 8.502 0.085 0.000 --- NonR 0.000 10.622 0.085 0.000 0.000 30 8.502 0.008 0.164 0.0% Red 0.000 10.622 0.008 0.164 0.000 31 10.622 0.000 0.000 --- NonR 0.000 11.234 0.085 0.000 0.000 32 10.622 0000 0.000 0.0% Red 0.000 11.234 0.008 0.164 0.000 33 11.234 0.085 0.000 --- NonR 0.000 13.668 0.085 0.000 0.000 34 11.234 0.008 0.164 0.0% Red 0.000 13.668 0.008 0.164 0.000 35 13.669 0.000 0.000 --- NonR '. 0.000 14.280 0.085 0.000 0.000 36 13.669 0.000 0.000 0.0% Red 0.000 14.280 0.008 0.164 0.000 37 14.281 0.085 0.000 --- NonR 0.000 11/01/18 12:55:43 Steel Code: AJSC 360-10 ASD Page 105 Gravity Beam Design RAM Steel 15.11.00.26 RAMSuuctuiaISytem DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 IBenttey Building Code: iBC Steel Code: AISC 360-10 ASD Load Dist DL LL Red% Type 29.145 0.085 0.000 38 14.281 0.008 0.164 0.0% Red 29.145 0.008 0.164 39 0.000 0.035 0.000 --- NonR 29.145 0.035 0.000 SHEAR: Max Va DL+LL) = 19.57 kips Vn/1.50 = 106.20 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 94.4 10.6 Controlling DL+LL 94.4 10.6 REACTIONS (kips): Left Right DL reaction 3.67 3.23 Max +LL reaction . 15.90 7.19 Max +total reaction 19.57 10.42 DEFLECTIONS: Dead load (in) . at 14.72 ft = -0.230 Live load (in) at 13.99 ft = -0.720 Net Total load (in) at 13.99 ft = -0.949 Lb Cb ft kip-ft 0.0 1.00 1.67 165.92 0.0 1.00 1.67 165.92 L/D = 1524 L/D= 486 L/D = 369 PartL 0.000 0.000 0.000 0.000 0.000 Page 106 Gravity Beam Design RAM Steel 15.11.00.26 RAMSuuturnISym DataBase: SSE Lateral Model 11-1-18 OCBF 1.1/01/18 12:55:43 %113enttey-Building Code: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number = 63 SPAN INFORMATION (ft): I-End (24.30,109.17) Beam Size (User Selected) = W16X26 Total Beam Length (ft) = 22.89 Mp(kip-ft) = 184.17 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL 8.987 1.31 1.77 0.0 0.00 0.00 18.746 1.31, 1.77 0.0 0.00 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% 1 0.000 0.000 0.000 0.508 0.026 0.000 2 0.000 0.000 0.000 0.0% 0.508 0.003 0.051 3 0.509 0.026 0.000 8.478 0.026 0.000 4 0.509 0.003 0.051 0.0% 8.478 0.003 0.051 5 8.479 0.026 0.000 8.987 0.000 0.000 6 8.479 0.003 0.051 0.0% 8.987 0.000 0.000 7 18.747 0.000 0.000 19.254 0.026 0.000 8 18.747 0.000 0.000 0.0% 19.254 0.003 0.051 9 19.255 0.026 0.000 22.885 0.026 0.000 10 19.255 0.003 0.051 0.0% 22.885 0.003 0.051 11 8.987 0.153 0.000 18.746 0.153 0.000 12 8.987 0.015 0.295 0.0% 18.746 0.015 0.295 13 0.000 0.085 0.000 8.987 0.085 0.000 14 0.000 0.008 0.164 0.0% 8.987 0.008 0.164 15 1.8.747 0.085 0.000 22.885 0.085 0.000 16 18.747 0.008 0.164 0.0% 22.885 0.008 0.164 17 0.000 0.026 0.000 22.885 0.026 0.000 J-End (47.19,109.17) Fy = 50.0 ksi Red% RoofLL Red% PartL 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 Type PartL NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR ' 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Page 107 Gravity Beam Design RAM Steel 15.11.00.26 RMSftuiwaISplum DataBase: SSE-Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 n-lBenttey-Building Code: IBC Steel Code: AISC 360-10 ASD SHEAR: Max Va DL+LL) = 8.61 kips Vn/1.67 = 70.51 kips MOMENTS: Span Cond LoadCombo Ma @ Lb Cb 0 Mn / Q kip-ft ft ft kip-ft Center Max + DL+LL 49.2 10.5 0.0 1.00 1.67 110.28 Controlling DL+LL 49.2 10.5 0.0 1.00 1.67 110.28 REACTIONS (kips): Left Right DL reaction 2.89 3.54 Max +LL reaction 4.14 5.06 Max +total reaction 7.03 8.61 DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) at ii.44ft = -0.218 LID = 1262 at 11.56 ft = -0.312 LID = 881 at 11.56 ft = -0.529 L/D = 519 Page 108 Floor Type: Level 3 Beam Number =64 SPAN INFORMATION (ft): 1.-End (48.38,109.1.7) Beam Size (Optimum) = W16X26 Total Beam Length (ft) = 22.99 Mp (kip-ft) = 184.17 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL 6.583 0.01 0.01 0.0 4.24 0.00 9.269 0.02 0.01 0.0 5.47 0.00 12.264 0.03 0.02. 0.0 0.00 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% 1 0.000 0.001 0.000 0.044 0.025 0.000 2 0.000 6.000 0.000 0.0% 0.044 0.003 0.051 3 0.045 0.026 0.000 22.988 0.026 0.000 4 0.045 0.003 0.051 0.0% 22.988 0.003 0.051 5 0.000 0.000 0.000 6.583 0.029 0.000 6 0.000 0.000 0.000 0.0% 6.583 0.003 0.056 7 6.584 0.000 0.000 6.799 0.030 0.000 8 6.584 0.000 0.000 0.0% 6.799 0.003 0.058 9 6.800 0.030 0.000 9.269 0.041 0.000 10 6.800 0.003 0.058 . 0.0% 9.269 0.004 0.079 ii 9.270 0.000 0.000 9.573 0.042 0.000 12 9.270 0.000 0.000 0.0% 9.573 0.004 0.082 13 9.574 0.042 0.000 12.264 0.054 0.000 14 9.574 0.004 0.082 0.0% 12.264 0.005 0.105 15 . 12.265 0.000 0.000 12.666 0.056 0.000 16 12.265 0.000 0.000 0.0% 12.666 0.005 0.108 17 12.667 0.056 0.000 --- J-End (71.02,113.17) Fy = 50.0 ksi Red% RooftL Red% PartL 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 Type PartL NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 Page 109 Gravity Beam Design RAM Steel 15.11.00.26 RAMSIroctwaPSy.am DataBase: SSE Lateral Model 11-1-18 OCBP 11/01/18 12:55:43 iBenttey, Building Code: IBC Steel Code: AISC 360-10 ASD In Gravity Beam Design RAM Steel 15.11.00.26 RMSfrucftnaISy5m DataBase: SSE Lateral Model fl-1-18 OCBF IBentLew Building Code: IBC 1.1/01/181.2:55:43 Steel Code: AISC 360-10 ASD Load Dist DL LL Red% Type PartL 22.988 0.102 0.000 0.000 18 12.667 0.005 0.108 0.0% Red 0.000 22.988 0.010 0.197 0.000 19 0.000 0.026 0.000 --- NonR 0.000 22.988 0.026 0.000 0.000 SHEAR: Max Va (DL+LL) = 8.71 kips Vn/1.67 = 70.51 kips MOMENTS: Span Cond LoadCombo Ma @ Lb Cb Q Mn /0 kip-ft ft ft kip-ft Center Max+ DL+LL 63.0 9.3 0.0 1.00 1.67 110.28 Controlling DL+LL 63.0 9.3 0.0 1.00 1.67 110.28 REACTIONS (kips): Left Right DL reaction 1.08 1.50 Max +LL reaction 7.62 5.51 Max +total reaction 8.71 7.01 DEFLECTIONS: Dead load (in) at 11.72 ft = -0.082 LID = 3374 Live load (in) at 10.92 ft = -0.531 LID = 519 Net Total load (in) at 10.92 ft = -0.613 L/D = 450 Page 110 Beam Size (User Selected) = W16X26 Total Beam Length (ft) = 24.30 Mp(kip-ft) = 184.17 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL 15.440 0.03 0.02 0.0 0.00 0.00 15.440 0.06 0.05 0.0 0.00 0.00 18.487 0.02 0.01 0.0 3.02 0.00 18.487 0.06 0.05 0.0 0.00 0.00 21.219 0.01 0.01 0.0 4.24 0.00 21.219 0.06 0.05 0.0 0.00 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% 1 0.000 0.103 0.000 5.312 0.103 0.000 2 0.000 0.010 0.200 0.0% 5.312 0.010 0.200 3 5.313 0.103 0.000 15.440 0.057 0.000 4 5.313 0.010 0.200 0.0% 15.440 0.006 0.110 5 15.441 0.000 0.000 15.817 0.055 0.000 6 15.441 0.000 0.000 0.0% 15.817 0.005 0.107 7 15.818 0.055 0.000 18.486 0.043 0.000 8 15.818 0.005 0.107 0.0% 18.486 0.004 0.083 9 18.487 0.000 0.000 18.772 0.042 0.000 10 18.487 0.000 0.000 0.0% 18.772 0.004 0.081 ii 18.772 0.042 0.000 21.218 0.031 0.000 12 18.772 0.004 0.081 0.0% 21.218 0.003 0.059 13 21.219 0.000 0.000 21421 0.030 0.000 14 21.219 0.000 0.000 0.0% 21.421 0.003 0.058 15 21.422 0.030 0.000 24.302 0.017 0.000 Fy = 50.0 ksi Red% Roof LL Red% PartL 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 Type PartL NonR 0.000 0.000 Red 0.000 0.000 \NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Page 111 Gravity Beam Design RAM Steel 15.11.00.26 MSlructiuslsystem DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 %JiBenttey- Building Code: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number =65 SPAN INFORMATION (It): I-End (-0.00,109.17) J-End (24.30,109.17) U Gravity Beam Design RAM Steel 15.11.00.26 RAM SIiurnIwaISysm DataBase: SSE Lateral Model 11-1-18 OCBF %113enttey-Building Code: IBC • Load Dist DL LL Red% Type PartL 16 21.422 0.003 0.058 0.0% Red 0.000 24.302 0.002 0.032 0.000 17 0.000 0.085 0.000 --- NonR 0.000 14.860 0.085 0.000 0.000 18 0.000 0.008 0.164 0.0% Red 0.000 14.860 0.008 0.164 0.000 19 14.861 0.085 0.000 --- NonR 0.000 15.440 0.000 0.000 0.000 20 14.861 0.008 0.164 0.0% Red 0.000 15.440 0.000 0.000 0.000 21 15.441 0,.085 0.000 --- NonR 0.000 17.906 0.085 0.000 0.000 22 15.441 0.008 0.164 0.0% Red 0.000 17.906 0.008 0.164 0.000 23 17.907 0.085 0.000 --- NonR 0.000 18.486 0.000 0.000 . 0.000 24 17.907 0.008 0.164 0.0% Red 0.000 18.486 0.000 0.000 0.000 25 18.487 0.085 0.000 --- NonR 0.000 20.638 0.085 0.000 0.000 26 18.487 0.008 0.164 0.0% Red 0.000 20.638 0.008 0.164 0.000 27 20.639 0.085 0.000 --- NonR 0.000 21.218 0.000 0.000 0.000 28 20.639 0.008 0.164 0.0% Red 0.000 21.218 0.000 0.000 0.000 29 21.219 0.085 0.000 --- NonR 0.000 24.302 0.085 0.000 0.000 30 21.219 0.008 0.164 0.0% Red 0.000 24.302 0.008 0.164 0.000 31 0.000 0.026 0.000 --- NonR 0.000 24.302 0.026 0.000 0.000 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD SHEAR: Max Va (DL+LL) = 11.51 kips Vn/1.67 = 70.51 kips MOMENTS: Span Cond LoadCombo Ma ' Lb Cb 02 Mn/0 kip-ft ft ft kip-ft Center Max + DL+LL 53.5 14.1 0.0 1.00 1.67 110.28 Controlling DL+LL 53.5 14.1 0.0 1.00 1.67 110.28 REACTIONS (kips): Left Right DL reaction 2.62 2.26 Max +LL reaction 5.27 9.25 Max +total reaction 7.89 11.51 Page 112 Gravity Beam Design RAM Steel 15.11.00.26 RAMSUuiwaISym DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 iBenttey Building Code: IBC Steel Code: AISC 360-10 ASD DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) at 12.03 ft = -0.183 L/D = 1597 at 12.52 ft = -0.484 L/D = 602 at 12.52 ft = -0.667 L/D =, 437 Page 113 kip-ft ft 0.1 1.7 0.1 1.7 Left Right 0.06 0.06 0.05 0.05 0.11 0.11 at 1.67 ft = -0.000 at 1.67 ft = -0.000 at 1.67 ft = -0.000 U Gravity Beam Design RAM Steel 15.11.00.26 RAMS!ru1cluralm DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/1812:55:43 %113entiey-Building Code: IBC Steel Code: ATSC 360-10 ASD Floor Type: Level 3 Beam Number = 152 SPAN INFORMATION (ft): i-End (23.69,49.11) J-End (24.30,45.83) Beam Size (User Selected) = W8X18 Total Beam Length (ft) = 3.35 Mp (kip-ft) = 70.83 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.016 0.000 --- NonR 3.345 0.016 0.000 2 0.000 0.002 0.030 0.0% Red 3.345 0.002 0.030 3 0.000 0.018 0.000 --- NonR 3.345 0.018 0.000 SHEAR: Max Va (DL+LL) = 0.11 kips Vn/1..50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma Center Max + DL+LL Controlling DL+LL REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Fy = 50.0 ksi PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb Mn/o- ft kip-ft 0.0 1.00 1.67 42.42 0.0 1.00 1.67 42.42 Page 114 Gravity Beam Design RAM Steel 15.11.00.26 RMSIiuluraISy.m DataBase: SSE Lateral Model 11-1-18 OCBF IBentIey Building Code: IBC Floor Type: Level 3 Beam Number = 154 SPAN INFORMATION (ft): i-End (20.64,49.1.1.) J-End (21.25,45.83) 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Beam Size (User Selected) = W8X18 Total Beam Length (ft) = 3.35 Mp (kip-ft) = 70.83 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.016 0.000 --- NonR 3.345 0.016 0.000 2 0.000 0.002 0.030 0.0% Red 3.345 0.002 0.030 3 0.000 0.018 0.000 --- NonR 3.345 0.018 0.000 SHEAR: Max Va (DL+LL) = 0.11 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 0.1 1.7 Controlling DL+LL 0.! 1.7 REACTIONS (kips): Fy = 50.0 ksi PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb K2 Mii/ ft kip-ft 0.0 1.00 1.67 42.42 0.0 1.00 1.67 42.42 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 0.06 0.06 0.05 0.05 0.11 0.11 at 1.67 ft = -0.000 at 1.67 ft = -0.000 at 1.67 ft = -0.000 Page 115 U Gravity Beam Design RAM Steel 15.11.00.26 RMSftuctwaISystem DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/1812:55:43 IBenttey Building Code: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number = 156 SPAN INFORMATION (ft): I-End (21.25,45.83) J-End (21.46,44.68) Beam Size (User Selected) = W8X18 Fy = 50.0 ksi Total Beam Length (ft) = 1.16 Mp (kip-ft) = 70.83 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 0.580 0.00 0.00 0.0 8.50 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/ft): PartL 0.000 0.000 0.000 0.000 0.000 0.000 Load Dist DL LL Red% Type 1 0.000 0.006 0.000 --- NonR 1.163 0.005 0.000 2 0.000 0.001 0.011 0.0% Red 1.163 0.001 0.010 3 0.000 0.018 0.000 --- NonR 1.163 0.018 0.000 SHEAR: Max Va (DL+LL) = 4.28 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 2.5 0.6 Controlling DL+LL 2.5 0.6 REACTIONS (kips): Lb Cb 0 Mn/a ft kip-ft 0.0 1.00 1.67 42.42 0.0 1.00 1.67 42.42 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 0.01 0.01 4.27 4.25 4.28 4.26 at 0.58 ft = -0.000 at 0.58 ft = -0.000 at 0.58 ft = -0.000 Page 116 Gravity Beam Design RAM Steel 15.11.00.26 RAMSftutwaISptm DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 teentley, Building Code: .IBC Steel Code: ATSC 360-10 ASD Floor Type: Level 3 Beam Number = 157 SPAN INFORMATION (ft): I-End (18.51,45.83) J-End (18.81,44.21) Beam Size (User Selected) . = W8X18 Fy = 50.0 ksi Total Beam Length (ft) = 1.64 Mp (kip-ft) = 70.83 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 1.056 0.00 0.00 0.0 8.50 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.008 0.000 --- NonR 1.638 0.008 0.000 2 0.000 0.001 0.015 0.0% Red 1.638 0.001 0.015 3 0.000 0.018 0.000 --- NonR 1.638 0.018 0.000 SHEAR: Max Va (DL+LL) = 5.51 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond ILoadCombo Ma kip-ft ft Center Max + DL+LL 3.2 1.1 Controlling DL+LL 3.2 Li REACTIONS (kips): PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 Mn/0 ft kip-ft 0.0 1.00 1.67 42.42 0.0 1.00 1.67 42.42 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 0.02 0.02 3.04 5.49 3.06 5.51 at 0.82 ft = -0.000 at 0.88 ft = -0.001 at 0.88 ft = -0.001 Page 117 Gravity Beam Design RAM Steel 15.11.00.26 RMSiruzctwaISyim DataBase: SSE Lateral Model 11-1-18 OCBF Ieenttey Building Code: IBC Floor Type: Level 3 Beam Number = 158 SPAN INFORMATION (ft): I-End (17.90,49.11) J-End (18.51,45.83) 11/01/18 12:55:43 Steel Code: AISC 36040 ASD Beam Size (User Selected) = W8X18 Total Beam Length (ft) = 3.35 Mp (kip-ft) = 70.83 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.016 0.000 --- NonR 3.345 0.016 0.000 2 0.000 0.002 0.030 0.0% Red 3.345 0.002 0.030 3 0.000 0.018 0.000 --- NonR 3.345 0.018 0.000 SHEAR: Max Va (DL+LL) = 0.11 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 0.1 1.7 Controlling DL+LL 0.1 1.7 REACTIONS (kips): Fy = 50.0 ksi PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 Mn/0 ft kip-ft 0.0 1.00 1.67 42.42 0.0 1.00 1.67 42.42 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 0.06 0.06 0.05 0.05 0.11 0.11 at 1.67 ft = -0.000 at 1.67 ft = -0.000 at 1.67 ft = -0.000 Page 118 Gravity Beam Design RAM Steel 15.11.00.26 RAM SmjnuaISytum DataBase: SSE Lateral Model 11-1-18 OCBF %JiBenttey-Building Code: IBC 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number = 160 SPAN INFORMATION (ft): I-End (15.46,45.83) J-End (15.86,43.69) Beam Size (User Selected) = W8X18 Fy = 50.0 ksi Total Beam Length (ft) = 2.17 Mp (kip-ft) = 70.83 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.010 0.000 --- NonR 0.000 2.168 0.010 0.000 0.000 2 0.000 0.001 0.020 0.0% Red 0.000 2.168 0.001 0.020 0.000 3 0.000 0.018 0.000 . --- NonR 0.000 2.168 0.018 0.000 0.000 SHEAR: Max Va (DL+LL) = 0.05 kips Vn/1.50 = 37.44 kips MOMENTS: Span ICond LoadCombo Ma Center Max + DL Controlling DL+LL REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) kip-ft ft 0.0 1.1 0.0 1.1 Left Right 0.03 0.03 0.02 0.02 0.05 0.05 at 1.08 ft = -0.000 at 1.08 ft = -0.000 at 1.08 ft = -0.000 Lb Cb 0 Mn/O ft kip-ft 0.0 1.00 1.67 42.42 0.0 1.00 1.67 42.42 -J Page 119 U Gravity Beam Design RAM Steel 15.11.00.26 RAMSIr,ctwaISytgm DataBase: SSE Lateral Model 11-1-18 OCBF IBenttey Building Code: IBC 11/01/1812:55:43 Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number = 161 SPAN INFORMATION (ft): I-End (14.85,49.11) J-End (15.46,45.83) Beam Size (User Selected) = W8X18 Fy = 50.0 ksi Total Beam Length (ft) = 3.35 Mp (kip-ft) = 70.83 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.016 0.000 --- NonR 0.000 3.345 0.016 0.000 0.000 2 0.000 0.002 0.030 0.0% Red 0.000 3.345 0.002 0.030 0.000 3 0.000 0.018 0.000 --- NonR 0.000 3.345 0.018 0.000 0.000 SHEAR: Max Va (DL+LL) = 0.11 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma @ Lb Cb 0 Mn / kip-ft ft ft kip-ft Center Max + DL+LL 0.1 1.7 0.0 1.00 1.67 42.42 Controlling DL+LL 0.1. 1.7 0.0 1.00 1.67 42.42 REACTIONS (kips): Left Right DL reaction 0.06 0.06 Max +LL reaction 0.05 0.05 Max +total reaction 0.11 0.11 DEFLECTIONS: Dead load (in) at 1.67 ft = -0.000 Live load (in) at 1.67 ft = -0.000 Net Total load (in) at 1.67 ft = -0.000 Page 120 El Gravity Beam Design RAM Steel 15.11.00.26 MSfrurtuzaISym DataBase: SSE Lateral Model 11-1-18 OCBF n-ilf3enney-Building Code: IBC 1.1/01/18 12:55:43 Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number = 165 SPAN INFORMATION (ft): I-End (20.64,1.05.89) J-End (21.22,109.17) Beam Size (User Selected) = W8X18 Fy = 50.0 ksi Total Beam Length (ft) = 3.34 Mp (kip-ft) = 70.83 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.015 0.000 --- NonR 0.000 3.340 0.015 0.000 0.000 2 0.000 0.001 0.029 0.0% Red 0.000 3.340 0.001 0.029 0.000 3 0.000 0.018 0.000 --- NonR 0.000 3.340 0018 0.000 0.000 SHEAR: Max Va (DL+LL) = 0.10 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma @ Lb Cb Q Mn / K kip-ft ft ft kip-ft Center Max+ . DL+LL 0.1 1.7 3.3 :1.14 1.67 42.42 Controlling DL+LL 0.1 1.7 3.3 1.14 1.67 •42.42 REACTIONS (kips): Left Right DL reaction 0.06 0.06 Max +LL reaction 0.05 0.05 Max +total reaction 0.10 0.10 DEFLECTIONS: Dead load (in) at 1.67 ft = -0.000 Live load (in) at 1.67 ft = -0.000 Net Total load (in) at 1.67 ft = -0.000 n Page 121 U Gravity Beam Design RAM Steel 15.11.00.26 RMSfluzciuioISym DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 n-lBenttey-Building Code: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number = 168 SPAN INFORMATION (ft): I-End (21.22,109.1.7) J-End (21.42,110.33) Beam Size (User Selected) = W8X18 Fy = 50.0 ksi Total Beam Length (ft) = 1.17 Mp (kip-ft) = 70.83 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 0.586 0.00 0.00 0.0 8.50 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.005 0.000 --- NonR 1.169 0.005 0.000 2 0.000 0.001 0.010 0.0% Red 1.169 0.000 0.010 3 0.000 0,.018 0.000 --- NonR 1.169 001.8 0.000 SHEAR: Max Va DL+LL) = 4.28 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 2.5 0.6 Controlling DL+LL 2.5 0.6 REACTIONS (kips): PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb Mn/Q ft kip-ft 0.0 1.00 1.67 42.42 0.0 1.00 1.67 42.42 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 0.01 0.01 4.25 4.27 4.26 4.28 at 0.58 ft = -0.000 at 0.58 ft = -0.000 at 0.58 ft = -0.000 Page 122 U Gravity Beam Design RAM Steel 15.11.00.26 RAMSuuiaIs: Date: SSE Lateral Model 11-1-18 OCBF IBenttey Building Code: IBC 11/01/18 12:55:43 Steel Code: ATSC 360-10 ASD Floor Type: Level 3 Beam Number = 170 SPAN INFORMATION (ft): I-End (17.91,105.89) J-End (18.49,109.17) Beam Size (User Selected) = W8X18 Fy = 50.0 ksi Total Beam Length (ft) = 3.34 Mp (kip-ft) = 70.83 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.015 0.000 --- NonR 0.000 3.340 0.015 0.000 0.000 2 0.000 0.001 0.029 0.0% Red 0.000 3.340 0.001 0.029 0.000 3 0.000 0.018 0.000 --- NonR 0.000 3.340 0.018 0.000 0.000 SHEAR: Max Va (DL+LL) = 0.10 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma @ Lb Cb 0 Mn / 0 kip-ft ft ft kip-ft Center Max + DL+LL 0.1 1.7 0.0 1.00 1.67 42.42 Controlling DL+LL 0.1 1.7 0.0 1.00 1.67 42.42 REACTIONS (kips): Left Right DL reaction 0.06 0.06 Max +LL reaction 0.05 0.05 Max +total reaction 0.10 0.10 DEFLECTIONS: Dead load (in) at 1.67 ft = -0.000 Live load (in) at 1.67 ft = -0.000 Net Total load (in) at 1.67 ft = -0.000 Page 123 U Gravity Beam Design RAM Steel 15.11.00.26 MStwaISym DataBase: SSE Lateral Model 11-1-18 OCBF Bent(ey Building Code: IBC 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number = 171 SPAN INFORMATION (ft): I-End (18.49,109.17) J-End (18.77,110.79) Beam Size (User Selected) = W8X18 Fy = 50.0 ksi Total Beam Length (ft) = 1.64 Mp (kip-ft) = 70.83 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 1.060 0.00 0.00 0.0 8.50 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.007 0.000 --- NónR 0.000 1.643 0.007 0.000 0.000 2 0.060 0.001 0.014 0.0% Red 0.000 1.643 0.001 0.014 0.000 3 0.000 0.018 0.000 --- NonR 0.000 1.643 0.018 0.000 0.000 SHEAR: Max Va (DL+LL) = 5.52 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma @ Lb Cb 0 Mn /Q kip-ft ft ft kip-ft Center Max+ DL+LL 3.2 1.1 1.6 1.41 1.67 42.42 Controlling DL+LL 3.2 1.1 1.6 1.41 1.67 42.42 REACTIONS (kips): Left Right DL reaction 0.02 0.02 Max +LL reaction 3.03 5.49 Max +total reaction 3.05 5.52 DEFLECTIONS: Dead load (in) at 0.82 ft = -0.000 Live load (in) at 0.89 ft = -0.001 Net Total load (in) at 0.89 ft = -0.001 ( Page 124 Beam Size (User Selected) = W8X18 Total Beam Length (ft) = 3.34 Mp (kip-ft) = 70.83 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.015 0.000 --- NonR 3.340 0.015 0.000 2 0.000 0.001 0.029 0.0% Red 3.340 o:ooi 0.029 3 0.000 0.018 0.000 --- NonR 3.340 0.018 0.000 SHEAR: Max Va (DL+LL) = 0.10 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma .kip-ft ft Center Max + DL+LL 0.1 1.7 Controlling DL+LL 0.1 1.7 REACTIONS (kips): Fy = 50.0 ksi PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 02 Mn/0 ft kip-ft 3.3 1.14 1.67 42.42 3.3 1.14 1.67 42.42 Is Gravity Beam Design RAM Steel 15.11.00.26 RMSfluzcturaISm DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 lBentLey Building Code: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number = 173 SPAN INFORMATION (ft): i-End (14.86,105.89) J-End (15.44,109.17) DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 0.06 0.06 0.05 0.05 0.10 0.10 at 1.67 ft = -0.000 at 1.67 ft = -0.000 at 1.67 ft = -0.000 Page 125 U Gravity Beam Design RAM Steel 15.:11.00.26 RMSfturttwaISym DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/1812:55:43 IBentLey Building Code: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number = 174 SPAN INFORMATION (ft): I-End (15.44,109.17) J-End (15.82,111.31) Beam Size (User Selected) = W8X18 Total Beam Length (ft) = 2.17 Mp (kip-ft) = 70.83 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.010 0.000 --- NonR 2.172 0.010 0.000 2 0.000 0.001 0.019 0.0% Red 2.172 0.001 0.019 3 0.000 0.018 0.000 --- NonR 2.172 0.018 0.000 SHEAR: Max Va (DL+LL) = 0.05 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 0.0 1.1 Controlling DL+LL 0.0 1.1 REACTIONS (kips): Fy = 50.0 ksi PartL 0.000 0.000- 0.000 0.000 0.000 0.000 Lb Cb 0 Mn/0 ft kip-ft 2.2 1.14 1.67 42.42 2.2 1.14 1.67 42.42 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 0.03 0.03 0.02 0.02 0.05 0.05 at 1.09 ft = -0.000 at 1.09 ft = -0.000 at 1.09 ft = -0.000 Page 126 Gravity Beam Design RAM Steel 15.11.00.26 RAM StnituraISy,tem DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 %joenttew Building Code: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number = 179 SPAN INFORMATION (ft): I-End (60.88,45.83) J-End (61.46,49.11) Beam Size (User Selected) = W8X18 Fy = 50.0 ksi Total Beam Length (ft) = 3.34 Mp (kip-ft) = 70.83 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.015 0.000 --- NonR 0.000 3.340 0.015 0.000 0.000 2 0.000 0.001 0.029 0.0% Red 0.000 3.340 0.001 0.029 0.000 3 0.000 0.018 0.000 --- NonR . 0.000 3.340 0.018 0.000 0.000 SHEAR: Max Va (DL+LL) = 0.10 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma @ Lb Cb kip-ft ft ft Center Max + DL+LL 0.1 1.7 0.0 1.00 1.67 Controlling .DIL+LL 0.1 1.7 0.0 1.00 1.67 REACTIONS (kips): Left Right DL reaction 0.06 0.06 Max +LL reaction 0.05 0.05 Max +total reaction 0.10 0.10 DEFLECTIONS: Dead load (in) at 1.67 ft = -0.000 Live load (in) at 1.67 ft = -0.000 Net Total load (in) at 1.67 ft = -0.000 Mn/ kip-ft 42.42 42.42 Page 127 Gravity Beam Design RAM Steel 15.11.00.26 RMSflucwoISysm DataBase: SSE Lateral Model 11-1-18 OCBF Bentley Building Code: IBC Floor Type: Level 3 Beam Number = 181 SPAN INFORMATION (ft): i-End (57.84,45.83) J-End (58.42,49.11) 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Beam Size (User Selected) = W8X18 Total Beam Length (ft) = 3.34 Mp (kip-ft) = 70.83 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.015 0.000 --- NonR 3.340 0.015 0.000 2 0.000 0.001 0.029 0.0% Red 3.340 0.001 0.029 3 0.000 0.018 0.000 --- NonR 3.340 0.018 0.000 SHEAR: Max Va (DL+LL) = 0.10 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma kip-ft t Center Max + DL+LL 0.'i 1.7 Controlling DL+LL 0.1 1.7 REACTIONS (kips): Fy = 50.0 ksi PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 MnI ft kip-ft 0.0 1.00 1.67 42.42 0.0 1.00 1.67 42.42 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 0.06 0.06 0.05 0.05 0.10 0.10 at 1.67 ft = -0.000 at 1.67 ft = -0.000 at 1.67 ft = -0.000 Page 128 U Gravity Beam Design RAM Steel 15.11.00.26 RAMSftutuTaISytem DataBase: SSE.Lateral Model 11-1-18 OCBF 11/01/181.2:55:43 %jBenttey-Building Code: IBC Steel Code: ATSC 360-10 ASD Floor Type: Level 3 Beam Number = 183 SPAN INFORMATION (It): I-End (55.11,45.83) J-End (55.69,49.11) Beam Size (User Selected) = W8XI.8 Total Beam Length (if) = 3.34 Mp (kip-ft) = 70.83 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.015 0.000 --- NonR 3.340 0.015 0.000 2 0.000 0.001 0.029 0.0% Red 3.340 0.001 0.029 3 0.000 0.018 0.000. --- NonR 3.340 0.018 0.000 SHEAR: Max Va (DL+LL) = 0.10 kips Vn/1..50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 0.1 1.7 Controlling DL+LL 0.1 1.7 REACTIONS (kips): Fy = 50.0 ksi PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 Mn/a ft kip-ft 0.0 1.00 1.67 42.42 0.0 1.00 1.67 42.42 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 0.06 0.06 0.05 0.05 0.10 0.10 at 1.67 ft = -0.000 at 1.67 ft = -0.000 at 1.67 ft = -0.000 Page 129 Gravity Beam Design Is. RAM Steel 1511.00.26' RM1SIrucfluaISystm DataBase: SSE Lateral Model 11-1-18 OCBIF %113enttey- Building Code: IBC * Floor Type: Level 3 Beam Number = 185 SPAN INFORMATION (It): i-End (52.03,45.83) J-End (52.64,49.11) 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Beam Size (User Selected) = W8X18 Total 'Beam Length (ft) = 3.35 Mp (kip-ft) = 70.83 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.015 0.000 --- , NonR 3.345 0.015 0.000 2 0.000 0.001 0.030 0.0% Red 3.345 0.001 0.030 3 0.000 0.018 0.000 --- NonR 3.345 0.018 0.000 SHEAR: Max Va (DL+LL) = 0.11 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 0.1 1.7 Controlling DL+LL 0.1 1.7 REACTIONS (kips): Fy = 50.0 ksi PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 Mn/Q ft kip-ft 0.0 1.00 1.67 42.42 0.0 1.00 1.67 42.42 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 0.06 0.06 0.05 0.05 0.11 0.11 at 1.67 ft = -0.000 at 1.67 ft '= -0.000 at 1.67 ft = -0.000 Page 130 Gravity Beam Design RAM Steel 15.11.00.26 RMSfluluraISysm DataBase: SSE Lateral Model 114-18 OCBF 11/01/18 12:55:43 %Jf3enttey-Building Code: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number = 186 SPAN INFORMATION (ft): I-End (52.03,109.17) J-End (52.64,105.89) Beam Size (User Selected) = W8X18 Fy = 50.0 ksi Total Beam Length (ft) = 3.35 Mp (kip-ft) = 70.83 LINE LOADS (k/ft): Load Dist DL °LL Red% Type PartL 1 0.000 0.016 0.000 --- NonR 0.000 3.345 0.016 0.000 0.000 2 0.000 0.002 0.030 0.0% Red 0.000 3.345 0.002 0.030 0.000 3 0.000 0.018 0.000 --- NonR 0.000 3.345 0.018 0.000 0.000 SHEAR: Max Va (DL+LL) = 0.11 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma @ Lb Cb kip-ft ft ft Center Max + DL+LL 0.1 1.7 0.0 1.00 1.67 Controlling DL+LL 0.1 1.7 0.0 1.00 1.67 REACTIONS (kips): Left Right DL reaction 0.06 0.06 Max +LL reaction 0.05 0.05 Max +total reaction 0.11 0.11 DEFLECTIONS: Dead load (in) at 1.67 ft = -0.000 Live load (in) at 1.67 ft = -0.000 Net Total load (in) at 1.67 ft = -0.000 Mn/9 kip-ft 42.42 42.42 Page 131 13 Gravily Beam Design RAM Steel 15.11.00.26 RAMSlructurulSystem DataBase: SSE. Lateral Model 11-1-18 OCBF 11/01/1812:55:43 %lBenney- Building Code:. IBC Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number =189 SPAN INFORMATION (ft): I-End (55.08,109.17) J-End (55.69,105.89) Beam Size (User Selected) = W8X18 Total Beam Length (ft) = 3.35 Mp(kip-ft) LINE LOADS (k/ft): Load Dist DL 'LL Red% Type 1 0.000 0.016 0.000 ---' NonR 3.345 0.016 0.000 2 0.000 0.002 0.030 0.0% Red 3.345 0.002 0.030 3 0.000 0.018 0.000 --- NbnR 3.345 0.018 0.000 SHEAR: Max Va (DL+LL) = 0.11 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 0.1 1.7 Controlling DL+LL 0.1 1.7 REACTIONS (kips): Fy = 50.0 ksi PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb Mn/O ft kip-ft 0.0 1.00 1.67 42.42 0.0 1.00 1.67 42.42 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 0.06 0.06 0.05 0.05 0.11 0.11 at 1.67 ft = -0.000 at 1.67 ft = -0.000 at 1.67 ft = -0.000 Page 132 U Gravity Beam Design RAM. Steel 15.11.00.26 RAMSlructwalSm DataBase: SSE Lateral Model 11-1-18 OCB.F 1.1/01/1812:55:43 iBentIey' Building Code: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number = 190 SPAN INFORMATION (ft): i-End (54.86,110.32) J-End (55.08,109.17) Beam Size (User Selected) = W8XI 8 Fy = 50.0 ksi Total Beam Length (ft) = 1.16 Mp (kip-ft) = 70.83 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RooftL Red% PartL 0.583 0.00 0.00 0.0 8.50 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/ft): PartL 0.000 0.000 0.000 0.000 0.000 0.000 Load Dist DL LL Red% Type 1 0.000 0.005 0.000 --- NonR 1.162 0.006 0.000 2 0.000 0.001 0.010 0.0% Red 1.162 0.001 0.011 3 0.000 0.018 0.000 --- NonR 1.162 0.018 0.000 SHEAR: Max Va (DL+LL) = 4.28 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 2.5 0.6 Controlling DL+LL 2.5 0.6 REACTIONS (kips): Lb Cb 0 Mn/a ft kip-ft 0.0 1.00 1.67 42.42 0.0 1.00 1.67 42.42 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 0.01 0.01 4.24 4.27 4.26 4.28 at 0.58 ft = -0.000 at 0.58 ft = -0.000 at 0.58 ft = -0.000 Page 133 U Gravity Beam Design RAM Steel 15.11.00.26 MSftutwaISy.l.m DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 IBenttey, Building Code:: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number = 192 SPAN INFORMATION (ft): I-End (57.81,109.17) J-End (58.42,105.89) Beam Size (User Selected) = W8X18 Total Beam Length (ft) = 3.35 Mp (kip-ft) = 70.83 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.016 0.000 --- NonR 3.345 0.016 0.000 2 0.000 0.002 0.030 0.0% Red 3.345 0.002 0.030 3 0.000 0.018 0.000 --- NonR 3.345 0.018 0.000 SHEAR: Max Va DL+LL) = 0.11 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma kip-ft t Center Max + DL+LL 0.1 1.7 Controlling DL+LL 0.1 1.7 REACTIONS (kips): Fy = 50.0 ksi PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 Mn/0 ft kip-ft 0.0 1.00 1.67 42.42 0.0 1.00 1.67 42.42 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 0.06 0.06 0.05 0.05 0.11 0.11 at 1.67 ft = -0.000 at 1.67 ft = -0.000 at 1.67 ft = -0.000 Page 134 U Gravity Beam Design RAM Steel 15.11.00.26 RAMSInicturaISyim DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/1812:55:43 isenttey Building Code: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number = 193 SPAN INFORMATION (It): I-End (57.51,110.78) J-End (57.81,109.17) Beam Size (User Selected) = W8X18 Fy = 50.0 ksi Total Beam Length (ft) = 1.64 Mp (kip-ft) = 70.83 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% IRoofLL Red% PartL 0.583 0.00 0.00 0.0 8.50 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/ft): Load 0 Dist DL LL Red% Type 1 0.000 0.008 0.000 --- NonR 1.637 0.008 0.000 2 0.000 0.001 0.015 0.0% Red 1.637 0.001 0.015 3 0.000 0.018 0.000 --- NonR 1.637 0.018 0.000 SHEAR: Max Va (DL+LL) = 5.51 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond lLoadCombo Ma kip-ft ft Center Max + DL+LL 3.2 0.6 Controlling DL+LL 3.2 0.6 REACTIONS (kips): PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb Il Mn/Il ft kip-ft 0.0 1.00 1.67 42.42 0.0 1.00 1.67 42.42 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 0.02 0.02 5.48 3.04 5.51 3.06 at 0.82 ft = -0.000 at 0.75 ft = -0.001 at 0.75 ft = -0.001 Page 135 U Gravity Beam Design RAM Steel 15.11.00.26 RMS!ru2ctwaISym DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 IBenttey Building Code: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number = 195 SPAN INFORMATION (ft): I-End (60.86,109.17) J-End (61.47,105.89) Beam Size (User Selected) = W8X18 Total Beam Length (ft) = 3.35 Mp (kip-ft) = 70.83 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.016 0.000 --- NonR 3.345 0.016 0.000 2 0.000 0.002 0.030 0.0% Red 3.345 0.002 0.030 3 0.000 0.018 0.000 --- NonR 3.345 0.018 0.000 SHEAR: Max Va (DL+LL) = 0.11 kips Vn/1..50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 0.1 1.7 Controlling DL+LL 0.1 1.7 REACTIONS (kips): Fy = 50.0 ksi PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb Mn/f2 ft kip-ft 0.0 1.00 1.67 42.42 0.0 1.00 1.67 42.42 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 0.06 0.06 0.05 0.05 0.11 OH at 1.67 ft = -0.000 at 1.67 ft = -0.000 at 1.67 ft = -0.000 Page 136 Gravity Beam Design RAM Steel 15.11.00.26 MSIr.cThiaISpm DataBase: SSE Lateral Model 11-1-18 OCBF 'IBentIey Building Code: IBC Floor Type: Level 3 Beam Number = 196 SPAN INFORMATION (ft): i-End (60.46,111.30) J-End (60.86,109.17) 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Beam Size (User Selected) = W8X18 Fy = 50.0 ksi Total Beam Length (ft) = 2.17 Mp (kip-ft) = 70.83 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.010 0.000 --- NonR 0.000 2.166 0.010 0.000 0.000 2 0.000 0.001 0.019 0.0% Red 0.000 2.166 0.001 0.020 0.000 3 0.000 0.018 0.000 --- NonR 0.000 2.166 0.018 0.000 0.000 SHEAR: Max Va (DL+LL) = 0.05 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma @ Lb Cb 0 Mn / ) kip-ft ft ft kip-ft Center Max+ DL 0.0 1.1 0.0 1.00 1.67 42.42 Controlling DL+LL 0.0 1.1 0.0 1.00 1.67 42.42 REACTIONS (kips): Left Right DL reaction 0.03 0.03 Max +LL reaction 0.02 0.02 Max +total reaction 0.05 0.05 DEFLECTIONS: Dead load (in) at 1.08 ft = -0.000 Live load (in) at 1.08 ft = -0.000 Net Total load (in) at 1.08 ft = -0.000 Page 137 U . Gravity Beam Design RAM Steel 15.11.00.26 RAM SIi.ctural Sy.tm DataBase: SSE Lateral Model 11-1-18 OCBF Ieenttey, Building Code: IBC 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number = 199 SPAN INFORMATION (ft): 1-End (33.29,43.21) J-End (33.29,49.11) Beam Size (User Selected) = W14X22 Fy = 50.0 ksi Total Beam Length (ft) = 5.91 Cantilever on left (ft) = 2.62 Mp(kip-ft) = 138.33 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 0.000 0.61 0.89 0.0 0.00 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type PaL 1 0.000 0.026 0.000 --- NonR . 0.000 2.110. 0.026 0.000 0.000 2 0.000 0.003 0.051 0.0% Red 0.000 2.110 0.003 0.051 0.000 3 2.111 0.026 0.000 --- NonR 0.000 2.619 0.000 0.000 0.000 4 2.111 0.003 0.051 0.0% Red 0.000 2.619 0.000 0.000 0.000 5 0.000 0.022 0.000 --- NonR 0.000 2.619 0.022 0.000 0.000 6 2.620 0.022 0.000 --- NonR 0.000 5.908 0.022 0.000 0.000 SHEAR: Max Va (DL+LL) = 1.74 kips Vn/1.50 = 63.02 kips MOMENTS: Span Cond LoadCombo Ma @ Lb Cb 0 Mn / 0 kip-ft ft ft kip-ft Left Max- DL+LL -4.3 2.6 2.6 1.00 1.67 82.83 Center Max- DL+LL -4.3 2.6 3.3 1.68 1.67 82.83 Controlling DL+LL -4.3 2.6 3.3 1.68 1.67 82.83 REACTIONS (kips): Left Right DL reaction 1.31 -0.50 Max +LL reaction 1.77 0.00 Max -LL reaction 0.00. -0.76 Max +total reaction 3.08 -0.50 Max -total reaction . 1.31 -1.26 DEFLECTIONS: Left cantilever: Dead load (in) = -0.003 LID = 23423 Pos Live load (in) = -0.004 LID = 16432 Pos Total load (in) = -0.007 LID = 9657 Page 138 Is Gravity Beam Design RAM Steel 15.11.00.26 RAM SiuraI Sy,. DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 IBenttey Building Code: IBC Steel Code: ATSC 360-10 ASD Center span: Dead load (in) at 4.00 ft = 0.000 Live load (in) at 4.00 ft = 0.001 Net Total load (in) at 4.00 ft = 0.001 Page 139 U Gravity Beam Design RAM Steel 15.11.00.26 RMSizucIutISystem DataBase: SSE Lateral Model 11-1-18 OCBF 1.1/01/1812:55:43 IBentLey, Building Code: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number = 200 SPAN INFORMATION (ft): I-End (43.05,43.21) J-End (43.05,49.11) Beam Size (User Selected) = W14X22 Fy = 50.0 ksi Total Beam Length (ft) = 5.91 Cantilever on left (ft) = 2.62 Mp(kip-ft) = 138.33 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 0.000 0.61 0.89 0.0 0.00 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.026 0.000 --- NonR 0.000 2.110 0.026 0.000 0.000 2 0.000 0.003 0.051 0.0% Red 0.000 2.110 0.003 0.051 0.000 3 2.111 0.026 0.000 --- NonR 0.000 2.619 0.000 0.000 0.000 4 2.111 0.003 0.051 0.0% Red 0.000 2.619 0.000 0.000 0.000 5 0.000 0.022 0.000 --- NonR 0.000 2.619 0.022 0.000 0.000 6 2.620 01.022 0.000 --- NonR 0.000 5.908 0.022 0.000 0.000 SHEAR: Max Va (DL+LL) = 1.74 kips Vn/1.50 = 63.02 kips MOMENTS: Span Cond LoadCombo Ma @ Lb Cb Mn / ) kip-ft ft ft kip-ft Left Max- DL+LL -4.3 2.6 2.6 1.00 1.67 82.83 Center Max - DL+LL -4.3 2.6 3.3 1.68 1.67 82.83 Controlling DL+LL -4.3 2.6 3.3 1.68 1.67 82.83 REACTIONS (kips): Left Right DL reaction 1.31 -0.50 Max +LL reaction 1.77 0.00 Max -LL reaction 0.00 -0.76 Max +total reaction 3.08 -0.50 Max -total reaction 1.31 -1.26 DEFLECTIONS: Left cantilever: Dead load (in) = -0.003 LtD = 23424 Pos Live load (in) = -0.004 LID = 16432 Pos Total load (in) = -0.007 L/D = 9657 Page 140 Gravity Beam Design RAM Steel 15.11.00.26 RMShuctuiaISym DataBase: SSE Lateral Model 11-118 OCBF 11/01/18 12:55:43 IBenttey Building Code: IBC Steel Code: ATSC 360-10 ASD Center span: Dead load (in) Live load (in) Net Total load (in) at 4.00 ft = 0.000 at 4.00 ft = 0.001 at 4.00 ft = 0.001 Page 141 Is Gravity Beam Design RAM Steel 15.11.00.26 RAMStwaISysm DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/181,2:55:43 %Jeenttey-Building Code: IBC Steel Code: ATSC 360-10 ASD Floor Type: Level 3 Beam Number = 201 SPAN INFORMATION (It): I-End (33.29,43.21) J-End (43.05,43.21) Beam Size (User Selected) = W14X22 Total Beam Length (ft) = 9.76 Mp(kip-ft) = 138.33 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.068 0.000 --- NonR 9.759 0.068 0.000 2 0.000 0.007 0.131 0.0% Red 9.759 0.007 0.131 3 0.000 0.026 0.000 --- NonR 9.759 0.026 0.000 4 0.000 0.003 0.051 . 0.0% Red 9.759 0.003 0.051 5 0.000 0.022 0.000 --- NonR 9.759 0.022 0.000 SHEAR: Max Va DL+LL) = 1.50 kips Vn/1.50 = 63.02 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 3.7 4.9 Controlling . DL+LL 3.7 4.9 REACTIONS (kips): Fy = 50.0 ksi PartL 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 01 Mn/0 ft kip-ft 0.0 1.00 1.67 82.83 0.0 1.00 1.67 82.83 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 0.61 0.61 0.89 0.89 1.50 1.50 at 4.88 ft = -0.004 L/D = 26454 at 4.88 ft = -0.006 L/D = 18216 at 4.88 ft = -0.011 LID = 10788 Page 142 U Gravity Beam Design RAM Steel 15.11.00.26 RAMSlructwulSystem DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/1812:55:43 iBenttey, Building Code: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number = 202 SPAN INFORMATION (ft): I-End (33.29,105.89) J-End (33.29,111.79) Beam Size (User Selected) = W14X22 Fy = 50.0 ksi Total Beam Length (fi) = 5.91 Cantilever on right (ft) = 2.62 Mp(kip-ft) = 138.33 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 5.908 0.61 0.89 0.0 0.00 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/ft): PartL 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Load Dist DL LL Red% Type 1 3.290 0.000 0.000 --- NonR 3.797 0.026 0.000 2 3.290 0.000 0.000 0.0% Red 3.797 0.003 0.051 3 3.798 0.026 0.000 --- NonR 5.908 0.026 0.000 4 3.798 0.003 0.051 0.0% Red 5.908 0.003 0.051 5 0.000 0.022 0.000 --- NonR 3.289 0.022 0.000 6 3.290 0.022 0.000 --- NonR 5.908 0.022 0.000 SHEAR: Max Va (DL+LL) = 1.74 kips Vn/1.50 = 63.02 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max - DL+LL -4.3 3.3 Right Max - DL+LL -4.3 3.3 Controlling DL+LL -4.3 3.3 REACTIONS (kips): Lb Cb Q Mn/i) ft kip-ft 3.3 1.68 1.67 82.83 2.6 1.00 1.67 82.83 3.3 1.68 1.67 82.83 DL reaction Max +LL reaction Max -LL reaction Max +total reaction Max -total reaction DEFLECTIONS: Center span: Dead load (in) Live load (in) Net Total load (in) Left Right -0.50 1.31 0.00 1.77 -0.76 0.00 -0.50 3.08 -1.26 1.31 at 1.91 ft = 0.000 at 1.91 ft = 0.001 at 1.91 ft = 0.001 Page 143 Gravity Beam Design RAM Steel 15.11.00.26 RAMSftucturaISym DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 IBenttey Building Code: IBC Steel Code: A1SC 360-10 ASD Right cantilever: Dead load (in) = -0.003 L/D = 23424 Pos Live load (in) = -0.004 L/D = 16432 Pos Total load (in) = -0.007 L/D = 9657 Page 144 Lb Cb ft 3.3 1.68 1.67 2.6 1.00 1.67 3.3 1.68 1.67 Mn/0 kip-ft 82.83 82.83 82.83 U Gravity Beam Design RAM Steel 15.11.00.26 RAMSftuctuiaISysm DataBase: SSE Lateral Model fl-1-18 OCB.F 1.1/01/181.2:55:43 lBentLey. Building Code: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number = 203 SPAN INFORMATION (ft): I-End (43.05,105.89) J-End (43.05,111.79) Beam Size (User Selected) = W14X22 Fy = 50.0 ksi Total Beam Length (ft) = 5.91 Cantilever on right (ft) = 2.62 Mp(kip-ft) = 138.33 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 5.908 0.61 0.89 0.0 0.00 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 3.290 0.000 0.000 --- NonR 3.797 0.026 0.000 2 3.290 0.000 0.000 0.0% Red 3.797 0.003 0.051 3 3.798 0.026 0.000 --- NonR 5.908 0.026 0.000 4 3.798 0.003 0.051 0.0% Red 5.908 0.003 0.051 5 0.000 0.022 0.000 --- NonR 3.289 0.022 0.000 6 3.290 0.022 0.000 --- NonR 5.908 0022 0.000 SHEAR: Max Va DL+LL) = 1.74 kips Vn/1.50 = 63.02 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max - DL+LL -4.3 3.3 Right Max - DL+LL -4.3 3.3 Controlling DL+LL -4.3 3.3 REACTIONS (kips): PartL 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 DL reaction Max +LL reaction Max -LL reaction Max +total reaction Max -total reaction DEFLECTIONS: Center span: Dead load (in) Live load (in) Net Total load (in) Left Right -0.50 1.31 0.00 1.77 -0.76 0.00 -0.50 3.08 -1.26 1.31 at 1.91 ft = at 1.91 ft = at 1.91 ft = 0.000 0.001 0.001 Page 145 Gravity Beam Design RAM Steel 15.11.00.26 RAMShuciwaISy5tm DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 n-flaenney-Building Code: IBC Steel Code: AJSC 360-10 ASD Right cantilever: Dead load (in) = -0.003 LID = 23424 PosLive load (in) = -0.004 LID = 16432 Pos Total load (in) = -0.007 LID = 9657 a Page 146 Gravity Beam Design RAM Steel 15.11.00.26 RMSluraISyim DataBase: SSE Lateral Model 11-1-18 OCBF IBenttey Building Code: IBC Floor Type: Level 3 Beam Nuniber = 204 SPAN INFORMATION (It): I-End (33.29,111.79) J-End (43.05,111.79) 11/01/18 12:55:43 Steel Code: ATSC 360-10 ASD Beam Size (User Selected) = W14X22 Total Beam Length (ft) = 9.76 Mp(kip-ft) = 138.33 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.026 0.000 --- NonR 9.759 0.026 0.000 2 0.000 0.003 0.051 0.0% Red 9.759 0.003 0.051. 3 0.000 0.068 0.000 --- NonR 9.759 0.068 0.000 4 0.000 0.007 0.131 0.0% Red 9.759 0.007 0.131 5 0.000 0.022 0.000 --- NonR 9.759 0.022 0.000 SHEAR: Max Va DL+LL) = 1.50 kips Vn/1.50 = 63.02 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 3.7 4.9 Controlling DL+LL 3.7 4.9 REACTIONS (kips): Fy = 50.0 ksi PartL 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb Q Mn I K2 ft kip-ft 0.0 1.00 1.67 82.83 0.0 1.00 1.67 82.83 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 0.61 0.61 0.89 0.89 1.50 1.50 at 4.88 ft = -0.004 LID = 26454 at 4.88 ft = -0.006 LID = 18216 at 4.88 ft = -0.011 L/D = 10788 Page 147 U Gravity Beam Design RAM Steel 15.11.00.26 RMSfluIuiaISym DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/181.2:55:43 lBenttey Building Code: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number = 205 SPAN INFORMATION (It): I-End (24.30,92.22) J-End (24.30,109.82) Beam Size (Optimum) = W18X35 Fy = 50.0 ksi Total Beam Length (ft) = 17.60 Cantilever on right (ft) = 3.93 Mp (kip-ft) = 277.08 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 4.556 3.21 5.21 2.6 0.00 0.00 0.0 0.00 0.0 0.00 4.556 3.41 5.54 2.6 0.00 .0.00 0.0 0.00 0.0 0.00 9.111 3.21 5.21 2.6 0.00 0.00 0.0 0.00 0.0 0.00 9.111 3.53 5.53 2.6 1.91 0.00 0.0 0.00 0.0 0.00 16.956 2.89 4.14 0.0 0.00 0.00 0.0 0.00 0.0 0.00 16.956 2.26 3.25 0.0 6.00 0.00 0.0 0.00 0.0 0.00 17.600 1.03 1.33 0.0 7.50 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 16.956 0.000 0.000 --- NonR 0.000 17.464 0.026 0.000 0.000 2 16.956 0.000 0.000 0.0% Red 0.000 17.464 0.003 0.051 0.000 3 17.465 0.026 0.000 --- NonR 0.000 17.599 0.026 0.000 0.000 4 17.465 0.003 0.051 0.0% Red 0.000 17.599 0.003 0.051 0.000 5 6.000 0.035 0.000 --- NonR 0.000 13.666 0.035 0.000 0.000 6 13.667 0.035 0.000 --- NonR 0.000 17.599 0.035 0.000 0.000 SHEAR: Max Va DL+LL) = 28.56 kips Vn/1.50 = 106.20 kips MOMENTS: Span Cond LoadCombo Ma @ Lb Cb Q Mn/0 kip-ft ft ft . kip-ft Center Max + DL+LL 74.5 4.6 4.6 1.02 1.67 165.92 Max- DL+LL -100.1 13.7 4.6 1.35 1.67 165.92 Right Max- DL+LL -100.1 13.7 13 1.00 1.67 165.92 Controlling DL+LL -100.1 13.7 4.6 1.35 1.67 165.92 REACTIONS (kips): Left Right DL reaction 5.34 14.83 Max +LL reaction 11.10 39.73 Max -LL reaction -5.77 0.00 Max +total reaction 16.44 54.56 Page 148 Is Gravity Beam Design RAM Steel 15.11.00.26 RMiSkuctwoISysm DataBase: SSE Lateral Model 11-1-18 OCBF IBentLey Building Code: IBC 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Left Right Max -total reaction -0.43 14.83 DEFLECTIONS: Center span: Dead load (in) at 6.70 ft = -0.044 LID = 3757 Live load (in) at 6.70 ft = -0.121 L/D = 1358 Net Total load (in) at 6.70 ft = -0.164 L/D = 997 Right cantilever: Dead load (in) = 0.009 LID = 10465 Pos Live load (in) = -0.210 L/D = 450 Neg Live load (in) = 0.110 L/D = 859 Pos Total load (in) = -0.201 L/D = 470 Neg Total load (in) = 0.119 L/D = 794 Ir Page 149 Floor Type: Level 3 Beam Number = 206 SPAN INFORMATION (ft): I-End (47.19,92.22) J-End (47.19,109.17) Beam Size (User Selected) = W18X35 Total Beam Length (ft) = 16.96 Cantilever on right (ft) = 3.29 Mp (kip-ft) = 277.08 POINT LOADS (kips): Dist I DL RedLL Red% NonRLL StorLL Red% RoofLL 4.556 3.54 5.76 3.4 0.00 0.00 0.0 0.00 4.556 3.21 5.21 3.4 0.00 0.00 0.0 0.00 9.111 3.69 5.75 3.4 1.46 0.00 0.0 0.00 9.111 3.21 5.21 3.4 0.00 0.00 0.0 0.00 16.956 3.67 4.83 0.0 11.07 0.00 0.0 0.00 16.956 3.54 5.06 0.0 0.00 0.00 0.0 0.00 Fy = 50.0 ksi Red% 0.0 0.0 0.0 0.0 0.0 0.0 PartL 0.00 0.00 0.00 0.00 0.00 0.00 Left 5.29 11.08 -5.04 16.37 Right 16.16 37.57 0.00 53.73 U Gravity Beam Design RAM. Steel 15.11.00.26 RAM StrucmiaISytgm DataBase: SSE Lateral Model 11-1-18 OCBF %Ji3enttey-Building Code: IBC 11/01/18 12:55:43 Steel Code: A1SC 360-10 ASD LINE LOADS (k/It): Load Dist DL LL Red% Type 1 0.000 0.035 0.000 --- NonR 13.666 0.035 0.000 2 13.667 0.035 0.000 --- NonR 16.956 0.035 0.000 SHEAR: Max Va (DL+LL) = 28.28 kips Vn/1..50 = 106.20 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 74.2 4.6 Max - DL+LL -92.8 13.7 Right Max - DL+LL -92.8 13.7 Controlling DL+LL -92.8 13.7 REACTIONS (kips): PartL 0.000• 0.000 0.000 0.000 Lb Cb K2 Mn/fl ft kip-ft 4.6 1.03 1.67 165.92 4.6 1.37 1.67 165.92 3.3 1.00 1.67 165.92 4.6 1.37 1.67 165.92 DL reaction Max +LL reaction Max -LL reaction Max +total reaction DEFLECTIONS: Center span: Dead load (in) Live load (in) Net Total load (in) Right cantilever: Dead load (in) Pos Live load (in) Neg Live load (in) at 6.70 ft = -0.042 LID = 3935 at 6.70 ft = -0.120 L/D = 1369 at 6.70 ft = -0.161 L/D = 1016 = 0.004 L/D = 19746 = -0.150 LID = 527 = 0.091 LID = 868 Page 150 Gravity Beam Design RAM Steel 15.11.00.26 RAMStzuctwaISy5tem DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 iBentLey Building Code: IBC Steel Code: AISC 360-10 ASD Right cantilever: Pos Total load (in) = -0.1.46 LID = 542 Neg Total load (in) = 0.095 LID = 831 Page 151 Gravity Beam Design RAM Steel 15.11.00.26 MSlrurnluralSyswm DataBase: SSE Lateral Model 11-1-18 OCBF BentIey Building Code: IBC Floor Type: Level 3 Beam Number = 207 SPAN INFORMATION (ft): i-End (0.00,92.22) J-End (24.30,92.22) Beam Size (Optimum) = W14X22 Total Beam Length (ft) = 24.30 Mp(kip-ft) = 138.33 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0234 0.000 --- NonR 0.000 24.302 0.234 0.000 0.000 2 0.000 0.023 0.453 0.0% Red 0.000 24.302 0.023 0.453 0.000 3 0.000 0.022 0.000 --- NonR 0.000 24.302 0.022 0.000 0.000 SHEAR: Max Va (DL+LL) = 8.90 kips Vn/1.50 = 63.02 kips MOMENTS: Span Cond LoadCombo Ma @ Lb kip-ft ft ft Center Max + DL+LL 54.1 12.2 0.0 Controlling DL+LL 54.1 12.2 0.0 REACTIONS (kips): 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Fy = 50.0 ksi Cb kip-ft 1.00 1.67 82.83 1.00 1.67 82.83 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 3.39 3.39 5.51 5.51 8.90 8.90 at 12.15 ft = -0.380 L/D = 768 at 12.15 ft = -0.616 L/D = 473 at 12.15 ft = -0.996 L/D = 293 Page 152 U Gravily Beam Design RAM Steel 15.11.00.26 MSftutw.ISy.m DataBase: SSE Lateral Model 11-1-18 OCBF n-ilsenttey- Building Code: IBC Floor Type: Level 3 Beam Number = 209 SPAN INFORMATION (ft): I-End (47.1.9,92.22) J-End (72.46,92.22) Beam Size (Optimum) = W14X.22 Total Beam Length (ft) = 25.27 Mp(kip-ft) = 138.33 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.234 0.000 --- NonR 0.000 25.270 0.234 0.000 . 0.000 2 0.000 0.023 0.453 0.0% Red 0.000 25.270 0.023 0.453 0.000 3 0.000 0.022 0.000 --- NonR 0.000 25.270 0.022 . 0.000 0.000 SHEAR: Max Va (DL+LL) = 9.25 kips Vn/1.50 = 63.02 kips MOMENTS: Span Cond LoadCombo Ma @ Lb kip-ft ft ft Center Max + . DL+LL 58.5 12.6 0.0 Controlling DL+LL 58.5 12.6 0.0 REACTIONS (kips): Left Right DL reaction 3.53 3.53 Max +LL reaction 5.73 5.73 Max+total reaction 9.25 9.25 DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Fy = 50.0 ksi Cb 0 Mn/0 kip-ft 1.00 1.67 82.83 1.00 1.67 82.83 at 12.64 ft = -0.444 LID = 683 at 12.64 ft = -0.721 LID = 421 at 12.64 ft = -1.:164 LID = 260 Page 153 U Gravity Beam Design RAM Steel 15.11.00.26 MSIru.iwaISy1zm DataBase: SSE. Lateral Model 11-1-18 OCBF 11/01/1812:55:43 %Jf3enttey-Building Code:: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number = 210 SPAN INFORMATION (ft): I-End (72.46,92.22) J-End (72.46,105.89) Beam Size (User Selected) = W16X26 Fy = 50.0 ksi Total Beam Length (ft) = 13.67 Mp(kip-ft) = 184.17 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 4.556 3.54 5.76 0.0 0.00 0.00 0.0 0.00 0.0 0.00 9.111 3.67 5.76 0.0 0.99 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.009 0.044 0.000 --- Non]. 12.825 0.044 0.000 2 0.009 0.004 0.084 0.0% Red 12.825 0.004 0.084 3 12.825 0.043 0.000 --- NonR 13.666 0.000 0.000 4 12.825 0.004 0.084 0.0% Red 13.666 0.000 0.000 5 0.000 0.026 0.000 --- NonR 13.666 0.026 0.000 SHEAR: Max Va (DL+LL) = 11.07 kips Vn/i.67 = 70.51 kips MOMENTS: Span Cond :LoadCombo Ma Center Max + DL+LL Controlling DL+LL REACTIONS (kips): kip-ft ft 49.0 9.1 49.0 9.1 PartL 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 Mn /.Q ft kip-ft 4.6 1.01 1.67 107.53 4.6 1.01 1.67 107.53 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 4.09 4.11 6.66 6.96 10.75 11.07 at 6.83 ft = -0.071 L/D = 2300 at 6.83 ft = -0.120 L/D = 1370 at 6.83 ft = -0.191 L/D = 859 Page 154 Floor Type: Level 3 Beam Number = 211 SPAN INFORMATION (ft): I-End (29.1.5,45.83) J-End (29.15,62.78) Beam Size (User Selected) = W18X35 Total Beam Length (ft) = 16.96 Cantilever on left (ft) = 3.29 Mp (kip-ft) = 277.08 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RooflL 0.000 3.54 5.06 0.0 0.00 0.00 0.0 0.00 0.000 3.67 4.83 0.0 11.06 0.00 0.0 0.00 7.845 3.21 5.21 6.1 0.00 0.00 0.0 0.00 7.845 4.38 6.63 6.1 1.59 0.00 0.0 0.00 12.400 3.21 5.21 6.1 0.00 0.00 0.0 0.00 12.400 4.15 6.64 6.1 0.00 0.00 0.0 0.00 Fy = 50.0 ksi Red% 0.0 0.0 0.0 0.0 0.0 0.0 PartL 0.00 0.00 0.00 0.00 0.00 0.00 PartL 0.000 0.000 0.000 0.000 Lb Cb 92 Mn/0 ft kip-ft 3.3 1.00 1.67 165.92 4.6 1.66 1.67 165.92 4.6 1.40 1.67 165.92 4.6 1.40 1.67 165.92 Gravity Beam Design RAM Steel 15.11.00.26 RMSfruiuraISy.m DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 BentLey Building Code: IBC Steel Code: AISC 360-10 ASD LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.035 0.000 --- NonR 3.289 0.035 0.000 2 3.290 0.035 0.000 --- Non:R 16.956 0.035 0.000 SHEAR: Max Va (DL+LL) = 28.28 kips Vn/1.50 = 106.20 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Left Max - DL+LL -92.8 3.3 Center Max + DL+LL 79.7 12.4 Max - DL+LL -92.8 3.3 Controlling DL+LL -92.8 3.3 REACTIONS (kips): DL reaction Max +LL reaction Max -LL reaction Max +total reaction DEFLECTIONS: Left cantilever: Dead load (in) Pos Live load (in) Neg Live load (in) Pos Total load (in) Neg Total load (in) Left 16.83 38.18 0.00 55.00 = 0.009 = -0.150 = 0.096 = -0.141 = 0.105 Right 5.92 11.66 -5.04 17.58 LID = 8586 LID= 527 LID = 824 L/D= 562 L/D= 752 Page 155 U Gravity Beam Design RAM Steel 15.11.00.26 RAMSmicmiaISym DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/1812:55:43 %ji3enttey-Building Code: IBC Steel Code: AISC 360-10 ASD Center span: Dead load (in) at 10.26 ft = -0.049 L/D = 3381 Live load (in) at 10.26 ft = -0.126 L/D = 1301 Net Total load (in) at 10.26 ft = -0.175 L/D = 939 ) Page 156 U.Gravity Beam Design RAM Steel 15.11.00.26 RMSkuctutaISysm DataBase: SSE Lateral Model 11-1-18 OCBF IBenttey, Building Code: IBC 11/01/1812:55:43 Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number = 212 SPAN INFORMATION (ft): i-End (52.03,45.18) J-End (52.03,62.78) Beam Size (Optimum) = W18X.35 Fy = 50.0 ksi Total Beam Length (ft) = 17.60 Cantilever on left (ft) = 3.93 Mp (kip-ft) = 277.08 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 0.000 0.99 1.33 0.0 8.02 0.00 0.0 0.00 0.0 0.00 0.644 2.34 3.20 0.0 5.46 0.00 0.0 0.00 0.0 0.00 0.644 0.06 0.05 0.0 0.00 0.00 0.0 0.00 0.0 0.00 0.644 2.89 4.14 0.0 0.00 0.00 0.0 0.00 0.0 0.00 8.488 2.98 4.65 0.0 1.81. 0.00 0.0 0.00 0.0 0.00 8.488 3.21 5.21 0.0 0.00 0.00 0.0 0.00 0.0 0.00 13.044 2.86 4.65 0.0 0.00 0.00 0.0 0.00 0.0 0.00 13.044 3.21 5.21 0.0 0.00 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.026 0.000 --- NonR 0.000 0.135 0.026 0.000 0.000 2 0.000 0.003 0.051 0.0% Red 0.000 0.135 0.003 0.051 0.000 3 0.136 0.026 0.000 --- NonR 0.000 0.643 0.000 0.000 0.000 4 0.136 0.003 0.051 0.0% Red 0.000 0.643 01.000 0.000 0.000 5 0.000 0.035 0.000 --- NonR 0.000 3.932 0.035 0.000 0.000 6 3.933 0.035 0.000 --- NonR 0.000 17.599 0.035 0.000 0.000 SHEAR: Max Va DL+LL) = 28.65 kips Vn/1.50 = 106.20 kips MOMENTS: Span Cond LoadCombo Ma @ Lb Cb 0 Mn / 0 kip-ft ft ft kip-ft Left Max- DL+LL -100.7 3.9 3.3 1.00 1.67 165.92 Center Max + .DL+LL 69.0 13.0 4.6 166 1.67 165.92 Max- DL+LL -100.7 3.9 4.6 1.33 1.67 165.92 Controlling D.L±LL -100.7 3.9 4.6 1.33 1.67 165.92 REACTIONS (kips): Left Right DL reaction 14.40 4.77 Max +LL reaction 39.07 10.47 Max -LL reaction 0.00 -5.79 Page 157 U Gravity Beam Design RAM Steel 15.11.00.26 RAMSbuctwaISptm DataBase: SSE Lateral Model 11-1-18 OCBF %113enttey-Building Code: IBC 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Max 4-total reaction Max -total reaction DEFLECTIONS: Left cantilever: Dead load (in) Pos Live load (in) Neg Live load (in) Pos Total load (in) Neg Total load (in) Center span: Dead load (in) Live load (in) Net Total load (in) Left Right 53.47 15.24 1.4.40 4.02 = 0.003 LID = 31.403 = -0.211 LID = 448 = 0.104 L/D = 911 = -0.208 LID = 454 = 0.107 L/D = 885 at 10.90 ft = -0.037 at 10.90 ft = -0.114 at 10.90ft = -0.151 L/D = 4379 L/D = 1440 LID = 1084 Page 158 Beam Size (User Selected) = W14X22 Total Beam Length (ft) = 19.28 Mp(kip-ft) = 138.33 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL 2.917 0.01 0.01 0.0 4.66 0.00 5.607 0.02 0.01 0.0 5.72 0.00 8.607 0.03 0.02 0.0 0.00 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% 1 0.000 0.016 0.000 2.916 0.029 0.000 2 0.000 0.002 0.032 0.0% 2.916 0.003 0.057 3 2.917 0000 0.000 3.122 0.030 0.000 4 2.917 0.000 0.000 0.0% 3.122 0.003 0.058 5 3.123 0.030 0.000 5.607 0.041 0.000 6 3.123 0.003 0.058 0.0% 5.607 0.004 0.080 7 5.608 0.000 0.000 5.896 0.042 0.000 8 5.608 0.000 0.000 0.0% 5.896 0.004 0.082 9 5.897 0.042 0.000 8.607 0.054 0.000 10 5.897 0.004 0.082 0.0% 8.607 0.005 0.105 ii 8.608 0.000 0.000 8.990 0.056 0.000 12 8.608 0.000 0.000 0.0% 8.990 0.005 0.109 13 8.990 0.056 0.000 19.282 0.102 0.000 14 8.990 0.005 0.109 0.0% 19.282 01010 0.197 iS 0.000 0.026 0.000 19.282 0.026 0.000 16 0.000 0.003 0.051 0.0% 19.282 0.003 0.051 17 0.000 0.022 0.000 --- Fy = 50.0 ksi Red% RoofLL 0.0 0.00 0.0 0.00 0.0 0.00 Type PartL NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 Page 159 Red% PartL 0.0 0.00 0.0 0.00 0.0 0.00 Gravity Beam Design RAM Steel 15.11.00.26 RAM StiucIurnISytem DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 %113enttey-Building Code: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number = 213 SPAN INFORMATION (ft): I-End (52.03,45.18) J-End (71.02,41.83) 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD PartL 0.000 Lb Cb Q Mn/Q ft kip-ft 0.0 1.00 167 82.83 0.0 1.00 1.67 82.83 Gravity Beam Design RAM Steel 15.11.00.26 RMSuu8trnaISysm DataBase: SSE Lateral Model 11-1-18 OCB.F %113enttey- Building Code: IBC Load Dist DL LL Red% Type 19.282 0.022 0.000 SHEAR: Max Va (DL+LL) = 10.34 kips Vn/1.50 = 63.02 kips MOMENTS: Span Cnd LoadCombo Ma kip-ft ft Center Max + DL+LL 42.6 5.6 Controlling DL+LL 42.6 5.6 REACTIONS (kips): Left Right DL reaction 0.99 1.28 Max +LL reaction 9.34 4.22 Max +total reaction 10.34 5.50 DEFLECTIONS: LID = 3621 LID = .606 LID= 520 Dead load (in) at 9.74 ft = -0.064 Live load (in) at 8.97 ft = -0.382 Net Total load (in) at 8.97 ft = -0.445 Page 160 U Gravity Beam Design RAM Steel 15.11.00.26 MSInictwaISytmn DataBase: SSE Lateral Model 11-1-18 OCBF 'IBenttey Building Code: IBC 11/01/181.2:55:43 Steel Code: AIISC 360-10 ASD Floor Type: Level 3 Beam Number = 215 SPAN INFORMATION (ft): I-End (0.00,77.50) J-End (29.15,77.50) Beam Size (Optimum) = W16X26 Fy = 50.0 ksi Total Beam Length (ft) = 29.15 Mp (kip-ft) = 184.17 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 7.260 0.18 0.19 0.0 0.00 0.00 0.0 0.00 0.0 0.00 25.135 0.18 0.19 0.0 0.00 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.147 0.000 --- NonR 0.000 7.260 0.147 0.000 0.000 2 0.000 0,.014 0.285 0.0% Red 0.000 7.260 0.014 0.285 0.000 3 7.261. 0034 0.000 --- NonR 0.000 25.135 0.034 0.000 0.000 4 7.261 0.003 0.067 0.0% Red 0.000 25.135 0.003 0.067 0.000 5 25.136 0.147 0.000 --- NonR 0.000 29.145 0.147 0.000 0.000 6 25.136 0.014 0.285 0.0% Red 0.000 29.145 0.014 0.285 0.000 7 0.000 0.147 0.000 --- NonR 0.000 29.145 0.147 0.000 0.000 8 0.000 0.014 0.285 0.0% Red 0.000 29.145 0.014 0.285 0.000 9 0.000 0.026 0.000 --- NonR 0.000 29. 145 0.026 0.000 0.000 SHEAR: Max Va (DL+LL) = 11.01 kips Vn/1.67 = 70.51 kips MOMENTS: Span Cond LoadCombo Ma @ Lb Cb Mn/0 kip-ft ft ft kip-ft Center Max+ DL+LL 69.3 14.1 0.0 1.00 1.67 110.28 Controlling DL+LL 69.3 14.1 0.0 1.00 1.67 110.28 REACTIONS (kips): Left Right DL reaction 4.27 4.06 Max +LL reaction 6.74 6.35 Max +total reaction 11.01 10.41 DEFLECTIONS: Dead load (in) at 14.43 ft = -0.483 L/D = 724 Live load (in) at 14.43 ft = -0.752 L/D = 46age 161 Gravity Beam Design RAM Steel 15.11.00.26 RAMSirotwaISym DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 IBentIey Building Code: IBC Steel Code: AISC 360-10 ASD Net Total load (in) at 14.43 ft = -1.235 L/D= 283 Page 162 U Gravity Beam Design RAM Steel 15.11.00.26 MM Suumal DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/1812:55:43 %lBenney-Building Code: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number = 216 SPAN INFORMATION (ft): I-End (29.15,77.50) J-End (38.17,77.50) Beam Size (User Selected) = WI2X14 Total Beam Length (ft) = 9.02 Mp (kip-ft) = 72.50 LINE LOADS (k/ft): Load Dist DL IL Red% Type 1 0.000 0.295 0.000 --- NonR 9.020 0.295 0.000 2 0.000 0.029 0.570 0.0% Red 9.020 0.029 0.570 3 0.000 0.014 0.000 --- NonR 9.020 0.014 0.000 SHEAR: Max Va (DL+LL) = 4.09 kips Vn/i.67 = 42.75 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 9.2 4.5 Controlling DL+LL 9.2 4.5 REACTIONS (kips): Fy = 50.0 ksi PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 Mn/a ft kip-ft 0.0 1.00 1.67 43.41 0.0 1.00 1.67 43.41 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 1.52 1.52 2.57 2.57 4.09 4.09 at 4.51 ft = -0.020 L/D = 5531 at 4.51 ft = -0.033 L/D = 3274 at 4.51 ft = -0.053 LID = 2057 Page 163 Gravity Beam Design RAM Steel 15.11.00.26 RAMSrnawaISyim DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 %113enttew Building Code: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number = 217 SPAN INFORMATION (ft): I-End (38.1.7,77.50) J-End (52.03,77.50) Beam Size (Optimum) = W16X26 Fy = 50.0 ksi Total Beam Length (ft) = 13.86 Mp (kip-ft) = 184.17 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 9.021 8.83 13.43 2.4 0.00 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.295 0.000 --- NonR 0.000 13.864 0.295 0.000 0.000 2 0.000 0.029 0.570 2.4% Red 0.000 13.864 0.029 0.570 0.000 3 0.000 0.026 0.000 --- NonR 0.000 13.864 0.026 0.000 0.000 SHEAR: Max Va (DL+LL) = 20.56 kips Vn/1.67 = 70.51 kips MOMENTS: Span Cond LoadCombo Ma @ Lb Cb kip-ft ft ft Center Max+ DL+LL 88.9 9.0 0.0 1.00 1.67 Controlling DL+LL 88.9 9.0 0.0 1.00 1.67 REACTIONS (kips): Left Right DL reaction 5.51 8.17 Max +LL reaction 8.44 12.39 Max +total reaction 13.95 20.56 DEFLECTIONS: Dead load (in) at 7.35 ft = -0.119 L/D = 1398 Live load (in) at 7.35 ft = -0.180 L/D = 923 Net Total load (in) at 7.35 ft = -0.299 LID = 556 kip-ft 110.28 110.28 Page 164 U Gravity Beam Design RAM Steel 15.11.00.26 RAMSnuctuialSystem DataBase: SSE Lateral Model 11-1-18 OCBF IBenttey. Building Code: IBC 11/01/1812:55:43 Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number = 218 SPAN INFORMATION (ft): I-End (47.19,77.50) J-End (47.19,92.22) Beam Size (User Selected) = W18X35 Fy, = 50.0 ksi Total Beam Length (ft) = 14.72 Mp (kip-ft) = 277.08 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 5.702 6.12 9.35 12.3 0.00 0.00 0.0 0.00 0.0 0.00 5.702 3.57 5.85 12.3 0.00 0.00 0.0 0.00 0.0 0.00 10.211 5.45 8.27 12.3 0.00 0.00 0.0 0.00 0.0 0.00 10.211 3.18 5.16 12.3 0.00 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.035 0.000 --- NonR 0.000 14.718 0.035 0.000 0.000 SHEAR: Max Va (DL+LL) = 23.33 kips Vn/1.50 = 1.06.20 kips MOMENTS: Span Cond LoadCombo Ma @ Lb Cb 0 W/O kip-ft ft ft kip-ft Center Max+ DL+LL 116.9 5.7 5.7 1.66 1.67 165.92 Controlling DL+LL 116.9 5.7 5.7 1.66 1.67 165.92 REACTIONS (kips): Left Right DL reaction 8.83 10.00 Max +LL reaction 11.77 13.33 Max +total reaction 20.61 23.33 DEFLECTIONS: Dead load (in) at 7.36 ft = -0.126 L/D = 1399 Live load (in) at 7.36 ft = -0.170 L/D = 1.041 Net Total load (in) at 7.36 ft = -0.296 LID = 597 Page 165 Load Dist DL ILL Red% Type 1 0.000 0.026 0.000 --- NonR 9.017 0.026 0.000 SHEAR: Max Va DL+LL) = 8.71 kips Vn/1.67 = 70.51 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 39.0 4.5 Controlling DL+LL 39.0 4.5 REACTIONS (kips): PartL 0.000 0.000 Lb Cb ft kip-ft 4.5 1.66 1.67 110.28 4.5 1.66 1.67 110.28 U Gravity Beam Design RAM Steel 15.11.00.26 RAMSIructuraISy3tem DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/1812:55:43 'IBentIey Building Code: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number = 219 SPAN INFORMATION (ft): I-End (24.30,83.20) J-End (24.30,92.22) Beam Size (User Selected) = W16X26 Fy = 50.0 ksi Total Beam Length (ft) = 9.02 Mp (kip-ft) = 184.17 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 4.509 3.18 5.16 0.0 0.00 0.00 0.0 0.00 0.0 0.00 4.509 3.38 5.48 0.0 0.00 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/ft): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 3.39 3.39 5.32 5.32 8.71 8.71 at 4.51 ft = -0.020 L/D = 5341 at 4.51 ft = -0.032 L/D = 3364 at 4.51 ft = -0.052 L/D = 2064 Page 166 Gravity Beam Design RAM Steel 15.11.00.26 RAM SlructwalSystem DataBase: SSE Lateral Model 11-1-18 OCBF %03entley-Building Code: IBC Floor Type: Level 3 Beam Number = 220 SPAN INFORMATION (ft): I-End (0.00,83.20) J-End (24.30,83.20) Beam Size (User Selected) = W14X22 Total Beam Length (ft) = 24.30 Mp (kip-ft) = 138.33 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RooftL 7.260 0.18 0.19 0.0 0.00 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.117 0.000 --- NonR 0.000 24.302 0.117 0.000 0.000 2 0.000 0.011 0.225 0.0% Red 0.000 24.302 0.011 0.225 0.000 3 0.000 0.147 0.000 --- NonR 0.000 7.260 0.147 0.000 0.000 4 0.000 0.014 0.285 0.0% Red 0.000 7.260 0.014 0.285 0.000 5 7.261 0.034 0.000 --- NonR 0.000 24.302 0.034 0.000 0.000 6 7.261 0.003 0.067 0.0% Red 0.000 24.302 0.003 0.067 0.000 7 0.000 0.022 0.000 --- NonR 0.000 24.302 0.022 0.000 0.000 SHEAR: Max Va (DL+LL) = 8.21 kips Vn/1.50 = 63.02 kips MOMENTS: Span Cond LoadCombo Ma @ Lb kip-ft ft ft Center Max + DL+LL 41.5 11.2 0.0 Controlling DL+LL 41.5 11.2 0.0 REACTIONS (kips): 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Fy = 50.0 ksi Red% PartL 0.0 0.00 Cb 0 Mn/ca kip-ft 1.00 1.67 82.83 1.00 1.67 82.83 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 3.17 2.47 5.03 3.84 8.21 6.31 at 11.91 ft = -0.302 L/D = 965 at 11.91 ft = -0.471 L/D = 620 at 11.9:1 ft = -0.773 LID = 377 Page 167 PartL 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 o:000 Lb Cb 0 Mn/c ft kip-ft 0.0 1.00 1.67 82.83 0.0 1.00 1.67 82.83 U Gravity Beam Design RAM Steel 15.11.00.26 RMSuucuraISym DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 Benttey. Building Code: ific Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number = 221 SPAN INFORMATION (ft): I-End (24.30,83.20) J-End (47.19,83.20) Beam Size (Optimum) = W14X22 Fy = 50.0 ksi Total Beam Length (ft) = 22.89 Mp(kip-ft) = 138.33 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 0.833 0.18 0.19 0.0 0.00 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.117 0.000 --- NonR 22.885 0.117 0.000 2 0.000 0.011 0.225 0.0% Red 22.885 0.011 0.225 3 0.000 0.034 0.000 --- NonR 0.833 0.034 0.000 4 0.000 0.003 0.067 0.0% Red 0.833 0.003 0.067 5 0.834 0.147 0.000 --- NonR 22.885 0.147 0.000 6 0.834 0.014 0.285 0.0% Red 22.885 0.014 0.285 7 0.000 0.022 0.000 --- NonR c. 22.885 0.022 0.000 SHEAR: Max Va (DL+LL) = 9.49 kips Vn/i.50 = 63.02 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 53.9 11.4 Controlling DL+LL 53.9 11.4 REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 3.64 3.57 5.85 5.85 9.49 9.42 at 11.44 ft = -0.334 LID = 821 at 11.44 ft = -0.547 L/D = 502 at 11.44 ft = -0.881 L/D = 312 Page 168 U Gravity Beam Design RAM Steel 15.11. 00. 26 RMSh.cIwaISystem DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 %113enttey-Building Code: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number = 222 SPAN INFORMATION (ft): I-End (47.19,83.20) J-End (83.83,83.20) Beam Size (Optimum) = W21X44 Total Beam Length (ft) = 36.65 Mp (kip-ft) = 397.50 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.264 0.000 --- NonR 36.645 0.264 0.000 2 0.000 0.026 0.511 0.0% Red 36.645 0.026 0.511 3 0.000 0..,044 0.000 --- NónR 36.645 0.044 0.000 SHEAR: Max Va (DL+LL) = 15.47 kips Vn/1.50 = 144.90 kips MOMENTS: Span Cond LoadCombo Ma Center Max + DL+LL Controlling DL+LL REACTIONS (kips): kip-ft ft 141.7 18.3 141.7 18.3 Fy = 50.0 ksi PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 Mn/0 ft kip-ft 0.0 1.00 1.67 238.02 0.0 1.00 1.67 238.02 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 6.12 6.12 9.35 9.35 15.47 15.47 at 18.32 ft = -0.554 L/D = 794 at 18.32 ft -0.847 L/D = 519 at 18.32 ft = -1.401 L/D = 314 Page 169 U . Gravity Beam Design RAM Steel 15.11.00.26 RMSflucfluaISystm DataBase: SSE. Lateral Model 11-1-18 OCBF lBentLey Building Code: IBC 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number = 223 SPAN INFORMATION (ft): 1-End (29.15,62.78) J-End (29.15,77.50) Beam Size (Optimum) = W16X26 Fy = 50.0 ksi Total Beam Length (ft) = 14.72 Mp(kip-ft) = 184.17 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 4.509 3.18 5.16 7.9 0.00 0.00 0.0 0.00 0.0 0.00 4.509 4.11 6.57 7.9 0.00 0.00 0.0 0.00 0.0 0.00 9.017 3.57 5.84 7.9 0.00 0.00 0.0 0.00 0.0 0.00 9.017 4.67 7.44 7.9 0.00 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.026 0.000 --- NonR 14.718 0.026 0.000 SHEAR: Max Va (DL+LL) = 20.66 kips Vn/1.67 = 70.51 kips MOMENTS: Span Cond LoadCombo Ma Center Max + DL+LL Controlling DL+LL REACTIONS (kips): kip-ft ft 103.7 9.0 103.7 9.0 PartL 0.000 0.000 Lb Cb Mn/0 ft kip-ft 5.7 1.66 1.67 110.28 5.7 1.66 1.67 110.28 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: 'Dead load (in) Live load (in) Net Total load (in) Left Right 8.44 7.47 12.23 10.80 20.66 18.27 at 7.36 ft = -0.181 L/D = 976 at 7.36 ft = -0.264 LID = 670 at 7.36 ft = -0.445 L/D = 397 Page 170 Load Dist DL LL Red% Type 1 0.000 0.026 0.000 --- NonR 14.718 0.026 0.000 SHEAR: Max Va (DL+LL) = 21.64 kips Vn/1.67 = 70.51 kips MOMENTS: Span Cond LoadCombo Ma Center Max + DL+LL Controlling DL+LL REACTIONS (kips): kip-ft ft 108.4 9.0 108.4 9.0 PartL 0.000 0.000 Lb Cb ft kip-ft 5.7 1.66 1.67 110.28 5.7 1.66 1.67 110.28 U Gravity Beam Design RAM Steel 15.11.00.26 RM1SuotwaISym DataBase: SSE Lateral Model 11-1-18 OCBF IBenttey, Building Code: IBC 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number = 224 SPAN INFORMATION (ft): I-End (52.03,62.78) J-End (52.03,77.50) Beam Size (Optimum) = W16X26 Fy = 50.0 ksi Total Beam Length (ft) = 14.72 Mp (kip-ft) = 184.17 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 4.509 4.66 7.18 9.6 0.00 0.00 0.0 0.00 0.0 0.00 4.509 3.18 5.16 9.6 0.00 0.00 0.0 0.00 0.0 0.00 9.017 5.16 8.12 9.6 0.00 0.00 0.0 0.00 0.0 0.00 9.017 3.57 5.84 9.6 0.00 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/ft): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 9.01 7.94 12.63 11.15 21.64 19.09 at 7.36 ft = -0.193 L/D = 917 at 7.36 ft = -0.272 L/D = 649 at 7.36 ft = -0.465 L/D = 380 Page 171 Gravity Beam Design RAM Steel 15.11.00.26 MSizuclwaISy.t.m DataBase: SSE Lateral Model 11-1-18 OCBF %Jf3enttew Building Code: IBC Floor Type: Level 3 Beam Number = 225 SPAN INFORMATION (ft): i-End (0.00,71.80) J-End (29.15,71.80) Beam Size (Optimum) = W16X31 Total Beam Length (ft) = 29.15 Mp(kip-ft) = 225.00 LINE LOADS (k/ft): Load Dist DL LL IRed% Type PartL 1 0.000 0.264 0.000 --- NonR 0.000 29.145 0.264 0.000 0.000 2 0.000 0.026 0.510 0.0% Red 0.000 29.145 0.026 0.510 0.000 3 0.000 0.031 0.000 --- NonR 0.000 29.145 0.031 0.000 0.000 SHEAR: Max Va (DL+LL) = 12.11 kips Vn/1.50 = 87.45 kips MOMENTS: Span Cond LoadCombo Ma @ Lb kip-ft ft ft Center Max + DL+LL 88.2 14.6 0.0 Controlling DL+LL 88.2 14.6 0.0 REACTIONS (kips): 11/01/18 12:55:43 Steel Code: ATSC 360-10 ASD Fy = 50.0 ksi Cb 0 Mn/Q kip-ft 1.00 1.67 134.73 1.00 1.67 134.73 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 4.67 4.67 7.44 7.44 12.11 12.11 at 14.57 ft = -0.479 LID = 731 at 14.57 ft = -0.762 L/D = 459 at 14.57 ft = -1.241 LID = 282 Page 172 Gravity Beam Design RAM Steel 15J1.00.26 RMSmcWiaI Sym DataBase: SSE Lateral Model 11-118 OCBF tBenttey Building Code: IBC Floor Type: Level 3 Beam Number = 226 SPAN INFORMATION (It): I-End (29.15,71.80) J-End (52.03,71.80) Beam Size (Optimum) = •WI4X22 Total Beam Length (ft) = 22.89 Mp(kip-ft) = 138.33 LINE LOADS (k/It): Load Dist DL LL Red% Type PartL 1 0.000 0.264 0.000 --- NonR 0.000 22.885 0.264 0.000 0.000 2 0.000 0.026 0.510 0.0% Red 0.000 22.885 0.026 0.510 0.000 3 0.000 0.022 0.000 --- NonR 0.000 22.885 0.022 0.000 0.000 SHEAR: Max Va (DL+LL) = 9.41 kips Vn/1.50 = 63.02 kips MOMENTS: Span Cond LoadCombo Ma @ Lb kip-ft ft ft Center Max + DL+LL 53.8 11.4 0.0 Controlling DL+LL 53.8 11.4 0.0 REACTIONS (kips): 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Fy = 50.0 ksi Cb 0 Mn/0 kip-ft 1.00 1.67 82.83 1.00 1.67 82.83 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 3.57 3.57 5.84 5.84 9.41 9.41 at 11.44 ft = -0.333 LID = 824 at 11.44 ft = -0.546 LtD = 503 at 11.44 ft = -0.879 LID = 312 Page 173 Fy = 50.0 ksi PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 92 Mi-i/0 ft kip-ft 0.0 1.00 1.67 165.92 0.0 1.00 1.67 165.92 Gravity Beam Design RAM Steel 15.11.00.26 RAM ShuctutalSystom DataBase: SSE Lateral Model 11-1-18 OCBF %Jaenttey-Building Code: IBC Floor Type: Level 3 Beam Number = 227 SPAN INFORMATION (It): I-End (52.03,77.50) J-End (83.83,77.50) 11/01/18 12:55:43 Steel Code: ATSC 360-10 ASD Beam Size (Optimum) = W18X35 Total Beam Length (ft) = 31.80 Mp (kip-ft) = 277.08 LINE LOADS (k/It): Load Dist DL LL Red% Type 1 0.000 0.295 0.000 --- NonR 31.802 0.295 0.000 2 0.000 0.029 0.570 0.0% Red 31.802 0.029 0.570 3 0.000 0.035 0.000 --- NonR 31.802 0.035 0.000 SHEAR: Max Va (DL+LL) = 14.77 kips Vn/1.50 = 106.20 kips MOMENTS: Span Cond LoadCombo Ma Center Max + DL+LL Controlling .DL+LL REACTIONS (kips): kip-ft ft 117.4 15.9 11.7.4 15.9 Left Right 5.70 5.70 9.07 9.07 14.77 14.77 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) at 15.90 ft = -0.558 LID = 684 at 15.90 ft = -0.887 L/D = 430 at 15.90 ft = -1.445 , L/D = 264 Page 174 Fy = 50.0 ksi PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb ft kip-ft 0.0 1.00 1.67 165.92 0.0 1.00 1.67 165.92 Gravity Beam Design RAM Steel 15.11.00.26 RMSIrutuiaISytgtn DataBase: SSE Lateral Model 11-1-18 OCBF IBenttey Building Code: IBC Floor Type: Level 3 Beam Number = 228 SPAN INFORMATION (ft): I-End (52.03,71.80) J-End (83.83,71.80) 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Beam Size (Optimum) = W18X35 Total Beam Length (ft) = 31.80 Mp (kip-ft) = 277.08 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.264 0.000 --- NonR 31.802 0.264 0.000 2 0.000 0.026 0.510 0.0% Red 31.802 0.026 0.510 3 0.000 0.035 0.000 --- NonR 31.802 0.035 0.000 SHEAR: Max Va (DL+LL) = 13.28 kips Vn/1.50 = 106.20 kips MOMENTS: Span Cond •LoadCombo Ma Center Max + DL+LL Controlling DL+LL REACTIONS (kips): kip-ft ft 105.6 15.9 105.6 15.9 Left Right 5.16 5.16 8.12 8.12 13.28 13.28 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) at 15.90 ft = -0.505 LID = 756 at 15.90 ft = -0.794 L/D = 480 at 15.90 ft = -1.299 L/D = 294 Page 175 Gravity Beam Design RAM Steel 15.11.00.26 RAMSiiciur&Sysm DataBase: SSE Lateral Model 11-1-18 OCBF Benttey Building Code: IBC Floor Type: Level 3 Beam Number = 229 SPAN INFORMATION (ft): I-End (25.14,77.50) J-End (25.14,83.20) 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Beam Size (User Selected) = W12X26 Total Beam Length (ft) = 5.70 Mp(kip-ft) = 155.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.034 0.000 --- NonR 5.701 0.034 0.000 2 0.000 0.003 0.067 0.0% Red 5.701 0.003 0.067 3 0.000 0.026 0.000 --- NonR 5.701 0.026 0.000 SHEAR: Max Va (DL+LL) = 0.37 kips Vn/i.50 = 56.12 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 0.5 2.9 Controlling DL+LL 0.5 2.9 REACTIONS (kips): Fy = 50.0 ksi PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 Mn/O ft kip-ft 5.7 1.14 1.67 92.81 5.7 1.14 1.67 92.81 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right :018 0.18 :019 0.19 :037 0.37 at 2.85 ft = at 2.85 ft = at 2.85 ft = -0.000 -0.000 -0.001 Page 176 Gravity Beam Design RAM Steel 15.11.00.26 RAM SluraI Syitm DataBase: SSE Lateral Model .11-1-18 OCBF t%lBenney-Building Code: IBC Floor Type: Level 3 Beam Number = 230 SPAN INFORMATION (It): I-End (7.26,77.50) J-End (7.26,83.20) Beam Size (User Selected), = W12X26 Total Beam Length (ft) = 5.70 Mp(kip-ft) = 155.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.034 0.000 --- NonR 0.000 5.701 0.034 0.000 0.000 2 0.000 0.003 0.067 0.0% Red 0.000 5.701 0.003 0.067 0.000 3 0.000 0.026 0.000 --- NonR 0.000 5.701 0.026 0.000 0.000 SHEAR: Max Va (DL+LL) = 0.37 kips Vn/1.50 = 56.12 kips MOMENTS: Span Cond LoadCombo Ma @ Lb kip-ft ft ft Center Max + DL+LL 0.5 2.9 5.7 Controlling DL+LL 0.5 2.9 5.7 REACTIONS (kips): Left Right DL reaction 0.18 0.18 Max +LL reaction 0.19 0.19 Max +total reaction 0.37 0.37 DEFLECTIONS: Dead load (in) at 2.85 ft = -0.000 Live load (in) at 2.85 ft = -0.000 Net Total load (in) at 2.85 ft = -0.001 11/01/18 12:55:43 Steel Code: A1SC 360-10 ASD Fy = 50.0 ksi Cb 0 Mn/fl kip-ft 1.14 1.67 92.81 1.14 1.67 92.81 Page 177 Gravity Beam Design RAM Steel 15.11.00.26 RMSfluIuraISym DataBase: SSE Lateral Model 11-1-18 OCBF %jBentiey-Building Code: IBC Floor Type: Level 3 Beam Number = 231 SPAN INFORMATION (ft): I-End (0.00,62.78) J-End (29.15,62.78) Beam Size (Optimum) = W16X26 Total Beam Length (ft) = 29.15 Mp(kip-ft) = 184.17 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.234 0.000 --- NonR 0.000 29.145 0.234 0.000 0.000 2 0.000 0.023 0.453 0.0% Red 0.000 29.145 0.023 0.453 0.000 3 0.000 0.026 0.000 --- NonR 0.000 29.145 0.026 0.000 0.000 SHEAR: Max Va (DL+LL) = 10.73 kips Vn/1.67 = 70.51 kips MOMENTS: Span Cond LoadCombo Ma @ Lb kip-ft ft ft Center Max + DL+LL 78.2 14.6 0.0 Controlling DL+LL 78.2 14.6 0.0 REACTIONS (kips): 11/01/18 12:55:43 Steel Code: ATSC 360-10 ASD Fy = 50.0 ksi Cb 0 Mn/0 kip-ft 1.00 1.67 110.28 1.00 1.67 110.28 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 4.13 4.13 6.60 6.60 10.73 10.73 at 14.57 ft = -0.527 L/D = 664 at 14.57 ft = -0.843 L/D = 415 at 14.57 ft = -1.370 LID = 255 Page 178 Fy = 50.0 ksi PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 Mn/a ft kip-ft 0.0 1.00 1.67 82.83 0.0 1.00 1.67 82.83 U , Gravity Beam Design RAM Steel 15.11.00.26 RMSwaISy5tem DataBase: SSE Lateral Model 11-1-18 OCBF lBent(ey Building Code: IBC Floor Type: Level 3 Beam Number = 233 SPAN INFORMATION (It): I-End (52.03,62.78) J-End (72.46,62.78) 11/01/18 12:55:43 Steel Code: AISC 360-10ASD Beam Size (User Selected) = W'I4X22 Total Beam Length (ft) = 20.43 Mp (kip-ft) = 138.33 LINE LOADS (k/It): Load Dist DL LL Red% Type 1 0.000 0.234 0.000 --- NonR 20.427 0.234 0.000 2 0.000 0.023 0.453 0.0% 'Red 20.427 0.023 0.453 3 0.000 0.022 0.000 --- NonR 20.427 0.022 0.000 SHEAR: 'Max Va (DL+LL) = 7.48 kips Vn/1.50 = 63.02 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center 'Max + DL+LL 38.2 10.2 Controlling DL+LL 38.2 10.2 REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right :2.85 2.85 4.63 4.63 7.48 7.48 at 10.21 ft = -0.189 L/D = 1294 at 10.21 ft = -0.308 LID = 797 at 10.21 ft = -0.497 LID .= 493 Page 179 PartL 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 Mn/i) ft kip-ft 4.6 1.00 1.67 107.15 4.6 1.00 1.67 107.15 U Gravity Beam Design RAM Steel 15.11.00.26 RMShuctwaPSystem DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 %Jf3enttey-Building Code: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number = 234 SPAN INFORMATION (ft): I-End (72.46,49.11) J-End (72.46,62.78) Beam Size (User Selected) = W16X26 Fy = 50.0 ksi Total Beam Length (ft) = 13.67 Mp (kip-ft) = 184.17 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 4.556 2.91 4.66 0.0 0.64 0.00 0.0 0.00 0.0 0.00 9.111 2.86 4.65 0.0 0.00 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.842 0.044 0.000 --- NonR 13.658 0.044 0.000 2 0.842 0.004 0.084 0.0% Red 13.658 0.004 0.084 3 0.000 0.000 0.000 --- NonR 0.841 0.043 0.000 4 0.000 0.000 0.000 0.0% Red 0.841 0.004 0.084 5 0.000 0,.026 0.000 --- NonR 13.666 0.026 0.000 SHEAR: Max Va (DL+LL) = 9.00 kips Vn/1.67 = 70.51 kips MOMENTS: Span Cond LoadCombo Ma Center Max + DL+LL Controlling DL+LL REACTIONS (kips): kip-ft ft 39.7 5.4 39.7 5.4 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 3.38 3.38 5.62 5.44 9.00 8.82 at 6.83 ft = -0.058 L/D = 2806 at 6.83 ft = -0.097 L/D = 1695 at 6.83 ft = -0.155 L/D = 1057 Page 180 Gravity Beam Design RAM Steel 15.11.00.26 RAM SiruciwalSystem DataBase: SSE Lateral Model 11-1-18 OCBF 'IBenttey Building Code: IBC Floor Type: Level 3 Beam Number = 235 SPAN INFORMATION (ft): I-End (0.00,67.29) J-End (29.15,67.29) Beam Size (Optimum) = W16X26 Total Beam Length (ft) = 2915 Mp (kip-ft) = 184.17 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.233 0.000 --- NonR 0.000 29.145 0.233 0.000 0.000 2 0.000 0.023 0.451 0.0% Red 0.000 29.145 0.023 0.451 0.000 3 0.000 0.026 0.000 --- NonR 0.000 29.145 0.026 0.000 0.000 SHEAR: Max Va DL+LL) = 10.68 kips Vn/1.67 = 70.51 kips MOMENTS: Span Cond LoadCombo Ma @ Lb kip-ft ft ft Center Max + DL+LL 77.8 14.6 0.0 Controlling DL+LL 77.8 14.6 0.0 REACTIONS (kips): 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Fy = 50.0 ksi Cb 0 Mn/i) kip-ft 1.00 1.67 110.28 1.00 1.67 110.28 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 4.11 4.11 6.57 6.57 10.68 10.68 at 14.57 ft = -0.524 L/D = 667 at 14.57 ft = -0.839 LID = 417 at 14.57 ft = -1.363 L/D = 257 Page 181 Fy = 50.0 ksi PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 Mn/Q ft kip-ft 0.0 1.00 1.67 82.83 0.0 1.00 1.67 82.83 U Gravity Beam Design RAM Steel 15.11.00.26 RM1SUucuaraISystm DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 Benttey, Building Code: IBC Steel Code: ATSC 360-10 ASD Floor Type: Level 3 Beam Number = 236 SPAN INFORMATION (ft): i-End (29.15,67.29) .J-End (52.03,67.29) Beam Size (Optimum) = W14X22 Total Beam Length (ft) = 22.89 Mp (kip-ft) = 138.33 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.233 0.000 --- NonR 22.885 0.233 0.000 2 0.000 0.023 0.451 0.0% Red 22.885 0.023 0.451 3 0.000 0.022 0.000 --- NonR 22.885 0.022 0.000 SHEAR: Max Va (DL+LL) = 8.34 kips Vn/1.50 = 63.02 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 47.7 11.4 Controlling DL+LL 47.7 11.4 REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 3.18 3.18 5.16 5.16 8.34 8.34 at 11.44 ft = -0.297 LID = 924 at 11.44 ft = -0.482 L/D = 570 at 11.44 ft = -0.779 L/D = 352 Page 182 PartL 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 Mn /0 ft kip-ft 0.0 1.00 1.67 165.92 0.0 1.00 1.67 165.92 MR Gravity Beam Design RAM Steel 15.11.00.26 RAMSIructwaPSy5tem DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 iBentiey, Building Code: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number = 237 SPAN INFORMATION (ft): I-End (52.03,67.29) J-End (83.83,67.29) Beam Size (User Selected) = W18X35 . Fy = '50.0 ksi Total Beam Length (ft) = 31.80 Mp (kip-ft) = 277.08 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 20.427 0.23 0.28 0.0 0.00 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.117 0.000 --- NonR 31.802 0.11.7 0.000 2 0.000 0.011 0.225 .0.0% Red 31.802 0.011 0.225 3 0.000 0.117 0.000 --- NonR 20.427 0.11.7 0.000 4 0.000 0.011 0.225 0.0% Red 20.427 0.011 0.225 5 20.427 0.095 0.000 --- NonR 31.802 0.095 0.000 6 20.427 0.009 0.184 0.0% Red 31.802 0.009 0.184 7 0.000 0.035 0.000 --- NonR 31.802 0.035 0.000 SHEAR: Max Va (DL+LL) = 11.84 kips Vn/1.50 = 106.20 kips MOMENTS: Span Cond .LoadCombo Ma Center Max + DL+LL Controlling DL+LL REACTIONS (kips): kip-ft ft 94.5 16.0 94.5 16.0 Left Right 4.66 4.55 7.18 6.96 11.84 11.51 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) at 15.90 ft = -0.458 L/!) = 833 at 15.90 ft = -0.703 L/D = 543 at 15.90 ft = -1.161 L/D = 329 Page 183 Gravity Beam Design RAM Steel 15.11.00.26 MSk.dfluaISym DataBase: SSE Lateral Model 11-1-18 OCBF IBentLey Building Code: IBC Floor Type: Level 3 Beam Number = 238 SPAN INFORMATION (ft): I-End (0.00,87.71) J-End (24.30,87.71) Beam Size (Optimum) = W14X22 Total Beam Length (ft) = 24.30 Mp(kip-ft) = 138.33 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.233 0.000 --- NonR 0.000 24.302 0.233 0.000 0.000 2 0.000 0.023 0.451 0.0% Red 0.000 24.302 0.023 0.451 0.000 3 0.000 0.022 0.,000 --- NonR 0.000 24.302 0.022 0.000 0.000 SHEAR: Max Va (DL+LL) = 8.85 kips Vn/1.50 = 63.02 kips MOMENTS: Span Cond LoadCombo Ma @ Lb kip-ft ft ft DL+LL 53.8 12.2 0.0 DIL+LL 53.8 12.2 0.0 Center Max + Controlling REACTIONS (kips): 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Fy = 50.0 ksi Cb 0 Mn/a kip-ft 1.00 1.67 82.83 1.00 1.67 82.83 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 3.38 3.38 :5.48 5.48 8.85 8.85 at 12.15 ft = -0.378 LID = 772 at 12.15 ft = -0.613 L/D = 476 at 12.15 ft = -0.991 L/D = 294 Page 184 Floor Type: Level 3 Beam Number = 239 SPAN INFORMATION (ft): I-End (24.30,87.71) J-End (47.19,87.71) Beam Size (Optimum) = W14X22 Total Beam Length (ft) = 22.89 Mp(kip-ft) = 138.33 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.233 0.000 --- NonR 0.000 22.885 0.233 0.000 0.000 2 0.000 0.023 0.451 0.0% Red 0.000 22.885 0.023 0.451 0.000 3 0.000 0.022 0.000 --- NonR 0.000 22.885 0.022 0.000 0.000 SHEAR: Max Va DL+LL) = 8.34 kips Vn/1.50 = 63.02 kips MOMENTS: Span Cond LoadCombo Ma @ Lb kip-ft ft ft Center Max + DL+LL 47.7 11.4 0.0 1.00 1.67 Controlling DL+LL 47.7 11.4 0.0 1.00 1.67 REACTIONS (kips): Left Right DL reaction 3.18 3.18 Max +LL reaction 5.16 5.16 Max +total reaction 8.34 8.34 DEFLECTIONS: Dead load (in) at 11.44 ft = -0.297 L/D = 924 Live load (in) at 11.44 ft = -0.482 L/D = 570 Net Total load (in) at 11.44 ft = -0.779 LID = 352 Fy = 50.0 ksi Cb Mn/0 kip-ft 82.83 82.83 Gravity Beam Design RAM Steel 15.11.00.26 RAMShucturalSy.t.m DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 E-1113enttey-Building Code: IBC Steel Code: AISC 360-10 ASD Page 185 PartL 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 Mn/cl ft kip-ft 0.0 1.00 1.67 195.61 0.0 1.00 1.67 195.61 U Gravity Beam Design RAM Steel 15.11.00.26 MMSUuactwalSystem DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/1812:55:43 %lBenttey-Building Code: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number = 240 SPAN INFORMATION (ft): I-End (47.19,87.71) J-End (83.83,87.71) Beam Size (Optimum) = W1 8X40 Fy = 50.0 ksi Total Beam Length (ft) = 36.65 Mp (kip-ft) = 326.67 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 25.271 0.23 0.28 0.0 0.00 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.117 0.000 --- NonR 25.270 0.117 0.000 2 0.000 0.011 0.225 0.0% Red 25.270 0.011 0.225 3 25.271 0.095 0.000 --- NonR 36.645 0.095 0.000 4 25.271 0.009 0.184 0.0% Red 36.645 0.009 0.184 5 0.000 0.117 0.000 --- NonR 36.645 0.117 0.000 6 0.000 . 0.011 0.225 0.0% Red 36.645 0.011 0.225 7 0.000 0.040 0.000 --- NonR 36.645 0.040 0.000 SHEAR: Max Va (DL+LL) = 13.72 kips Vn/1.50 = 112.77 kips MOMENTS: Span Cond LoadCombo Ma Center Max + DL+LL Controlling DL+LL REACTIONS (kips): kip-ft ft 126.1 18.4 126.1 18.4 Left Right 5.45 5.35 8.27 8.05 13.72 13.41 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) at 18.32 ft = -0.684 LtD = 643 at 18.32 ft = -1.033 LtD = 426 at 18.32 ft = -1.716 LID = 256 Page 186 Load Dist DL LL Red% Type 1 3.675 0.000 0.000 --- NonR 4.508 0.043 0.000 2 3.675 0.000 0.000 0.0% Red 4.508 0.004 0.083 3 0.000 0.022 0.000 --- NonR 4.508 0.022 0.000 SHEAR: Max Va (DL+LL) = 2.12 kips Vn/1.50 = 63.02 kips MOMENTS: Span Cond LoadCombo Ma kip-ft t Center Max+ DL+LL 1.7 3.7 Controlling DL+LL 1.7 3.7 REACTIONS (kips): PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb ft kip-ft 3.7 1.63 1.67 82.83 3.7 1.63 1.67 82.83 U Gravity Beam Design RAM Steel 15.11.00.26 RMIS!rlwturnlSy5tw. DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/1812:55:43 IBentLey Building Code: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number = 241 SPAN INFORMATION (ft): I-End (72.46,87.71) J-End (72.46,92.22) Beam Size (User Selected) = W14X22 Fy = 50.0 ksi Total Beam Length (ft) = 4.51 Mp(kip-ft) = 138.33 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% IRoofLL Red% PartL 3.675 0.99 1.49 0.0 0.00 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/ft): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 0.23 0.88 0.28 1.25 0.51 2.12 at 2.52 ft = -0.000 at 2.55 ft = -0.000 at 2.55 ft = -0.001 Page 187 Is Gravity Beam Design RAM Steel 15.11.00.26 RAMStuzciwalSyitem DataBase: SSELateral Model 11-1-18 OCBF 11/01/18 12:55:43 %Jaenttey-Building Code:: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number = 242 SPAN INFORMATION (ft): I-End (72.46,62.78) J-End (72.46,67.29) Beam Size (User Selected) = W14X22 Fy = 50.0 ksi Total Beam Length (11) = 4.51 Mp(kip-ft) = 138.33 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 0.833 0.99 1.49 0.0 0.00 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/It): Load Dist DL LL Red% Type PartL 1. 0.000 0.043 0.000 --- NonR 0.000 0.833 0.000 0.000 0.000 2 0.000 0.004 0.083 0.0% Red 0.000 0.833 0.000 0.000 0.000 3 0.000 0.022 0.000 --- NónR 0.000 4.509 0.022 0.000 0.000 SHEAR: Max Va (DL+LL) = 2.12 kips Vn/1.50 = 63.02 kips MOMENTS: Span Cond LoadCombo Ma @ Lb Cb 0 Mn / 0 kip-ft ft ft kip-ft Center Max+ DL+LL 1.7 0.8 3.7 1.63 1.67 82.83 Controlling DL+LL 1.7 0.8 3.7 1.63 1.67 82.83 REACTIONS (kips): Left Right DL reaction 0.88 0.23 Max +LL reaction 1.25 0.28 Max +total reaction 2.12 0.51 DEFLECTIONS: Dead load (in) at 1.98 ft = -0.000 Live load (in) at 1.96 ft = -0.000 Net Total load (in) at 1. .96 ft = -0.001 Page 188 U Gravity Beam Design RAM Steel 15.11.00.26 RMSnucluraISysm DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/1812:55:43 IBentLey Building Code: IBC Steel Code: ATSC 360-10 ASD Floor Type: Level 3 Beam Number = 243 SPAN INFORMATION (It): I-End (72.46,63.61) J-End (83.83,63.61) Beam Size (User Selected) = WE12X26 Total Beam Length (ft) = 1:1.37 Mp(kip-ft) = 155.00 LINE LOADS (k/It): Load Dist DL LL Red% Type 1 0.000 0.095 0.000 --- NonR 11.375 0.095 0.000 2 0.000 0.009 0.184 0.0% Red 11.375 0.009 0.184 3 0.000 0.000 0.000 --- NonR 0.833 0.043 0.000 4 0.000 0.000 0.000 0.0% Red 0.833 0.004 0.083 5 0.842 0.044 0.000 --- NonR 11.375 0.044 0.000 6 0.842 0.004 0.084 0.0% Red 11.375 0.004 0.084 7 0.000 0.026 0.000 --- NonR 11.375 0.026 0.000 SHEAR: Max Va DL+LL) = 2.53 kips Vn/1.50 = 56.12 kips MOMENTS: Span Cond LoadCombo Ma - KIP-19 it Center Max + DL+LL 7.2 5.7 Controlling DL+LL 7.2 5.7 REACTIONS (kips): Fy = 50.0 ksi PartL 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 Mn/0 ft kip-ft 0.0 1.00 1.67 92.81 0.0 1.00 1.67 92.81 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 0.99 1.01 1.49 1.52 2.48 2.53 at 5.69 ft = -0.011 L/D = 12059 at 5.69 ft = -0.017 L/D = 80:12 at 5.69 ft = -0.028 L/D = 4814 Page 189 U Gravity Beam Design RAM Steel 15.11.00.26 RAM Siniciural Sy.tum DataBase: SSE Lateral Model 11-1-18 OCBIF 11/01/1812:55:43 'IBentLe Building Code: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number = 244 SPAN INFORMATION (ft): I-End (72.46,91.39) J-End (83.83,91.39) Beam Size (User Selected) = WI2X26 Total Beam Length (ft) = 11.37 Mp (kip-ft) = 155.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.000 0.000 --- NonR 0.833 0.043 0.000 2 0.000 0.000 0.000 0.0% Red 0.833 0.004 0.083 3 0.842 0.044 0.000 --- NonR 11.375 0.044 0.000 4 0.842 0.004 0.084 0.0% Red 11.375 0.004 0.084 5 0.000 0.095 0.000 --- NonR 11.375 0.095 0.000 6 0.000 0.009 0.184 0.0% Red 11.375 0.009 0.184 7 0.000 0.026 0.000 --- NonR 11.375 0.026 0.000 SHEAR: Max Va (DL+LL) = 2.53 kips Vn/1.50 = 56.12 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 7.2 5.7 Controlling DL+LL 7.2 5.7 REACTIONS (kips): Fy = 50.0 ksi PartL 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 92 1Mn/0 ft kip-ft 0.0 1.00 1.67 92.81 0.0 1.00 1.67 92.81 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 0.99 1.0! 1.49 1.52 2.48 2.53 at 5.69 ft = -0.011 LID = 12062 at 5.69 ft = -0.017 L/D = 8014 at 5.69 ft = -0.028 L/D = 4815 Page 190 Gravity Beam Design RAM Steel 15.11.00.26 RMSu.twaISy.m DataBase: SSE Lateral Model 11-1-18 OCBF I13ent1ey Building Code: IBC Floor Type: Level 3 Beam Number = 245 SPAN INFORMATION (ft): I-End (0.00,96.77) J-End (24.30,96.77) Beam Size (Optimum) = W14X22 Total Beam Length (ft) = 24.30 Mp (kip-ft) = 1.38.33 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.236 0.000 --- NonR 0.000 24.302 0.236 0.000 0.000 2 0.000 0.023 0.456 0.0% Red 0.000 24.302 0.023 0.456 0.000 3 0.000 0.022 0.000 --- NonR 0.000 24.302 0.022 0.000 0.000 SHEAR: Max Va (DL+LL) = 8.94 kips Vn/1.50 = 63.02 kips MOMENTS: Span Cond LoadCombo Ma @ Lb kip-ft ft ft Center Max + DL+LL 54.3 12.2 0.0 Controlling DL+LL 54.3 12.2 0.0 REACTIONS (kips): 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Fy = 50.0 ksi Cb kip-ft 1.00 1.67 82.83 1.00 1.67 82.83 .DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in). Live load (in) Net Total load (in) Left Right 3.41 3.41 5.54 5.54 8.94 8.94 at 12.15 ft = -0.381 L/D = 765 at 12.15 ft = -0.620 L/D = 471 at 12.15ft = -1.001 L/D = 291 Page 191 Beam Size (Optimum) = W14X22 Total Beam Length (ft) = 24.30 Mp (kip-ft) = 13 8.3 3 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLi. 14.057 0.09 0.09 0.0 0.00 0.00 17.103 0.09 0.09 0.0 0.77 0.00 19.835 0.09 0.09 0.0 1.68 0.00 22.882 0.09 0.09 0.0 0.00 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% 1. 0.000 0.118 0.000 14.057 0.118 0.000 2 0.000 0.011 0.228 0.0% 14.057 0.011 0.228 3 14.058 0.000 0.000 14.860 0.118 0.000 4 14.058 0.000 0.000 0.0% 14.860 0.011 0.228 5 14.861 0.118 0.000 17.103 0.118 0.000 6 14.861 0.011 0.228 0.0% 17.103 0.011 0.228 7 17.104 0.000 0.000 17.906 0.118 0.000 8 17.104 0.000 0.000 0.0% 17.906 0.011 0.228 9 17.907 0.118 0.000 19.835 0.118 0.000 10 17.907 0.011 0.228 0.0% 19.835 0.011 0.228 Ii 19.836 0.000 0.000 20.638 0.118 0.000 12 19.836 0.000 0.000 0.0% 20.638 0.011 0.228 13 20.639 0.118 0.000 22.881 0.118 0.000 1.4 20.639 0.011 0.228 0.0% 22.881 0.011 0.228 15 22.882 0.000 0.000 23.684 0.118 0.000 16 22.882 0.000 0.000 0.0% 23.684 0.011 0.228 Fy = 50.0 ksi Red% RoofLL 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 Type PartL NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 Page 192 Red% PartL 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 Gravity Beam Design RAM Steel 15.11.00.26 RAMSIructuiaPSytem DataBase: SSE Lateral Model 11-118 OCBF 11/01/18 12:55:43 %18enttey-Building Code: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number = 246 SPAN INFORMATION (ft): I-End (0.00,101.33) J-End (24.30,101.33) 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD PartL 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb Mn/a ft kip-ft 0.0 1.00 1.67 82.83 0.0 1.00 1.67 82.83 Gravity Beam Design RAM Steel 15.11.00.26 RAMStwctwaISym DataBase: SSE Lateral Model 11-1-18 OCBF IBenttey, Building Code: IBC Load Dist DL LL Red% Type 17 23.685 0.118 0.000 --- NonR 24.302 0.118 0.000 18 23.685 0.011 0.228 0.0% Red 24.302 0.011 0.228 1.9 0.000 0.118 0.000 --- NonR 24.302 0.118 0.000 20 0.000 0.011 0.228 0.0% Red 24.302 0.011 0.228 21 0.000 0.022 0.000 --- NonR 24.302 0.022 0.000 SHEAR: Max Va (DL+LL) = 10.97 kips Vn/1.50 = 63.02 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 61.6 12.9 Controlling DL+LL 61.6 12.9 REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 3.45 3.53 6.08 7.44 9.52 10.97 at 12.15 ft = -0.391 L/D = 746 at 12.27 ft = -0.754 LID = 387 at 12.27 ft = -1.145 L/D = 255 Page 193 Fy = 50.0 ksi PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 Mn/Q ft kip-ft 0.0 1.00 1.67 82.83 0.0 1.00 1.67 82.83 Gravity Beam Design RAM Steel 15.11.00.26 RAMSirutivatSyitom DataBase: SSE Lateral Model 11-il-18 OCBF %113enttey-Building Code: IBC Floor Type: Level 3 Beam Number = 247 SPAN INFORMATION (ft): I-End (24.30,96.77) J-End (47.19,96.77) 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Beam Size (Optimum) = W114X22 Total Beam Length (ft) = 22.89 Mp(kip-ft) = 13 8.3 3 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.236 0.000 --- NonR 22.885 0.236 0.000 2 0.000 0.023 0.456 0.0% Red 22.885 0.023 0.456 3 0.000 0.022 0.000 --- NonR 22.885 0.022 0.000 SHEAR: Max Va (DL+LL) = 8.42 kips Vn/1..50 = 63.02 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 48.2 11.4 Controlling DL+LL 48.2 11.4 REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 3.21 3.21 5.21 5.21 8.42 8.42 at 11.44 ft = -0.300 L/D = 916 at 11.44 ft = -0.487 LID = 564 at 11.44 ft = -0.787 LID = 349 Page 194 Gravity Beam Design RAM Steel 15.11.00.26 NAMSIructwaISytcin DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 iBenttey, Building Code: IBC Steel Code: A.ISC 360-10 ASP Floor Type: Level 3 Beam Number = 248 SPAN INFORMATION (It): I-End (24.30,101.33) . J-End (47.19,101.33) Beam Size (Optimum) = W14X22 Fy = 50.0 ksi Total Beam Length (ft) = 22.89 Mp (kip-ft) = 138.33 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.236 0.000 --- NonR 0.000 22.885 0.236 0.000 0.000 2 0.000 0.023 0.456 0.0% Red 0.000 22.885 0.023 0.456 0.000 3 0.000 0.022 0.000 --- NonR 0.000 22.885 0.022 0.000 0.000 SHEAR: Max Va (DL+LL) = 8.42 kips Vn/1..50 = 63.02 kips MOMENTS: Span Cond LoadCombo Ma Lb Cb kip-ft ft ft Center Max + DL+LL 48.2 11.4 0.0 1.00 1.67 Controlling DL+LL 48.2 11.4 0.0 1.00 1.67 REACTIONS (kips): Left Right DL reaction 3.21 3.21 Max +LL reaction 5.21 5.21 Max +total reaction . 8.42 8.42 DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) at 11.44 ft = -0.300 LID = 916 at 11.44 ft = -0.487 L/D = 564 at 11.44 ft = -0.787 LID = . 349 Mn/a kip-ft 82.83 82.83 Page 195 Fy = 50.0 ksi PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 Mn/a ft kip-ft 0.0 1.00 1.67 82.83 0.0 1.00 1.67 82.83 Gravity Beam Design RAM Steel 15.11.00.26 RAMSIructwaISytem DataBase: SSE Lateral Model 11-1-18 OCBF %JiBenttey-Building Code: IBC Floor Type: Level 3 Beam Number = 249 SPAN INFORMATION (ft): i-End (47.19,96.77) J-End (72.46,96.77) 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Beam Size (Optimum) = W14X22 Total Beam Length (ft) = 25.27 Mp(kip-ft) = 138.33 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.236 0.000 --- NonR 25.270 0.236 0.000 2 0.000 0.023 0.456 0.0% Red 25.270 0.023 0.456 3 0.000 0.022 0.000 --- NonR 25.270 0.022 0.000 SHEAR: Max Va (DL+LL) = 9.30 kips Vn/1.50 = 63.02 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 58.8 12.6 Controlling DL+LL 58.8 12.6 REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 3.54 3.54 5.76 5.76 9.30 9.30 at 12.64 ft = -0.446 LID = 680 at 12.64 ft = -0.724 LiD = 419 At 12.64 ft = -1.170 L/D = 259 Page 196 Floor Type: Level 3 Beam Number = 250 SPAN INFORMATION (ft): I-End (47.19,101.33) Beam Size (Optimum) = W16X26 Total Beam Length (ft) = 25.27 Mp (kip-ft) = 184.17 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL 6.303 0.10 0.10 0.0 0.00 0.00 9.349 0.10 0.10 0.0 1.68 0.00 12.081 0.10 0.10 0.0 0.76 0.00 15.128 0.10 0.10 0.0 0.00 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% 1 0.000 0.118 0.000 5.455 0.118 0.000 2 0.000 0.011 0.228 0.0% 5.455 0.011 0.228 3 5.456 0.118 0.000 6.303 0.000 0.000 4 5.456 0.011 0.228 0.0% 6.303 0.000 0.000 5 6.304 0.118 0.000 8.502 0.118 0.000 6 6.304 0.011 0.228 0.0% 8.502 0.011 0.228 7 8.502 0.118 0.000 9.349 0.000 0.000 8 8.502 0.011 0.228 0.0% 9.349 0.000 0.000 9 9.350 0.118 0.000 11.234 0.118 0.000 10 9.350 0.011 0.228 0.0% 11.234 0.011 0.228 11 11.234 0.118 0.000 12.081 0.000 0.000 12 11.234 0.011 0.228 0.0% 12.081 0.000 0.000 13 12.082 0.118 0.000 14.280 0.118 0.000 14 12.082 0.011 0.228 0.0% 14.280 0.011 0.228 15 14.281 0.118 0.000 15.127 0.000 0.000 16 14.281 0.011 0.228 0.0% 15.127 0.000 0.000 J-End (72.46,101.33) Fy = 50.0 ksi Red% RoofLL Red% PartL 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 Type PartL NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 Page 197 Gravity Beam Design RAM Steel 15.11.00.26 RAMStruciuraISym DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 %18enttey-Building Code: IBC Steel Code: AISC 360-10 ASD Gravity Beam Design RAM Steel 15.11.00.26 DataBase: SSE Lateral Model 11-1-18 OCBF %113enttey-Building Code: IBC Load Dist DL LL Red% Type 17 15.128 0.118 0.000 --- NonR 25.270 0.118 0.000 18 15.128 0.011 0.228 0.0% Red 25.270 0.011 0.228 19 0.000 0.118 0.000 --- NonR 25.270 0.118 0.000 20 0.000 0.011 0.228 0.0% Red 25.270 0.011 0.228 21 0.000 0.026 0.000 --- NonR 25.270 0.026 0.000 SHEAR: Max Va DL+LL) = 10.90 kips Vn/1.67 = 70.51 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 72.8 12.1 Controlling DL+LL 72.8 12.1 REACTIONS (kips): Left Right DL reaction 3.69 3.67 Max +LL reaction 7.21 6.75 Max +total reaction 10.90 10.41 DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD PartL 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 MnI0 ft kip-ft 0.0 1.00 1.67 110.28 0.0 1.00 1.67 110.28 at 12.64 ft = -0.309 L/D = 982 at 12.51 ft = -0.631 L/D = 480 at 12.51 ft = -0.940 L/D = 322 Page 198 Gravity Beam Design RAM Steel 15.11.00.26 RAM SrnwturalSystem DataBase: SSE Lateral Model 11-1-18 OCBF %jBentiey-Building Code:: IBC Floor Type: Level 3 Beam Number = 251 SPAN INFORMATION (ft): I-End (0.00,58.23) J-End (29.15,58.23) Beam Size (Optimum) = W16X26 Total Beam Length (ft) = 29.15 Mp(kip-ft) = 184.17 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.236 0.000 --- NonR 0.000 29.145 0.236 0.000 0.000 2 0.000 0.023 0.456 0.0% Red 0.000 29.145 0.023 0.456 0.000 3 0.000 0.026 0.000 --- NonR 0.000 29.145 0.026 0.000 0.000 SHEAR: Max Va (DL+LL) = 10.78 kips Vn/1..67 = 70.51 kips MOMENTS: Span Cond LoadCombo Ma @ Lb kip-ft ft ft Center Max + DL+LL 78.6 14.6 0.0 Controlling DL+LL 78.6 14.6 0.0 REACTIONS (kips): 11/01/18 12:55:43 Steel Code: AJSC 360-10 ASD Fy = 50.0 ksi Cb 0 Mn/0 kip-ft 1.00 1.67 110.28 1.00 1.67 110.28 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead toad (in) Live load (in) Net Total load (in) Left Right 4.15 4.15 6.64 6.64 10.78 10.78 at 14.57 ft = -0.529 L/D = 661 at 14.57 ft = -0.847 L/D = 413 at 14.57 ft = -1.377 L/D = 254 Page 199 U Gravity Beam Design RAM Steel 15.11.00.26 RMSwctuiaISystem DataBase: SSE Lateral Model 11-1-18 OCBF IBenttey Building Code: IBC 11/01/1812:55:43 Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number = 252 SPAN INFORMATION (ft): i-End (0.00,53.67) J-End (29.15,53.67) Beam Size (User Selected) = W18X35 Fy = 50.0 ksi Total Beam Length (ft) = 29.15 Mp (kip-ft) = 277.08 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 14.003 0.10 0.10 0.0 0.00 0.00 0.0 0.00 0.0 0.00 17.054 0.10 0.10 0.0 0.76 0.00 0.0 0.00 0.0 0.00 19.791 0.10 0.10 0.0 1.68 0.00 0.0 0.00 0.0 0.00 22.842 0.10 0.10 0.0 0.00 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.118 0.000 --- NonR 0.000 29.145 0.118 0.000 0.000 2 0.000 0.011 0.228 0.0% Red 0.000 29.145 0.011 0.228 0.000 3 0.000 0.118 0.000 --- NonR 0.000 14.002 0.118 0.000 0.000 4 0.000 0.011 0.228 0.0% Red 0.000 14.002 0.011 0.228 0.000 5 14.003 0.000 0.000 --- NonR 0.000 14.850 0.118 0.000 0.000 6 14.003 0.000 0.000 0.0% Red 0.000 14.850 0.011 0.228 0.000 7 14.851 0.118 0.000 --- NonR 0.000 17.054 0.118 0.000 0.000 8 14.851 0.011 0.228 0.0% Red 0.000 17.054 0.011 0.228 0.000 9 17.055 0000 0.000 --- NonR 0.000 17.902 0.1.18 0.000 0.000 10 17.055 0.000 0.000 0.0% Red 0.000 17.902 0.011 0.228 0.000 ii 17.902 0.118 0.000 --- NonR 0.000 19.791 0.118 0.000 0.000 12 17.902 0.011 0.228 0.0% Red 0.000 19.791 0.011 0.228 0.000 13 19.791 0.000 0.000 --- NonR 0.000 20.638 0.118 0.000 0.000 14 19.791 0.000 0.000 0.0% Red 0.000 20.638 0.01.1 0.228 0.000 15 20.639 0.118 0.000 --- NonR 0.000 22.842 0.118 0.000 0.000 16 20.639 0.011 0.228 0.0% Red 0.000 22.842 0.011 0.228 0.000 Page 200 U Gravity Beam Design RAM Steel 15.11.00.26 RMlSfluiclwalSyem DataBase: SSE Lateral Model 11-1-18 OCBF IBentLey, Building Code: IBC 11/01/1812:55:43 Steel Code: AISC 360-10 ASD Load Dist DL LL Red% Type PartL 17 22.843 0.000 0.000 --- NonR 0.000 23.690 0.118 0.000 0.000 18 22.843 0.000 0.000 0.0% Red 0.000 23.690 0.011 0.228 0.000 19 23.690 0.118 0.000 --- NonR 0.000 29.145 0.118 0.000 0.000 20 23.690 0.011 0.228 0.0% Red 0.000 29.145 0.011 0.228 0.000 21 0.000 0.035 0.000 --- NonR 0.000 29.145 0.035 0.000 0.000 SHEAR: Max Va (DL+LL) = 12.60 kips Vn/1.50 = 106.20 kips MOMENTS: Span Cond LoadCombo Ma @ Lb Cb K2 Mn /Q kip-ft ft ft kip-ft Center Max + DL+LL 93.4 15.7 0.0 1.00 1.67 1.65.92 Controlling DL+LL 93.4 15.7 0.0 1.00 1.67 165.92 REACTIONS (kips): Left Right DL reaction 4.34 4.38 Max +LL reaction 7.50 8.22 Max +total reaction 11.84 12.60 DEFLECTIONS: Dead load (in) at 14.57 ft = -0.331 LID = 1058 Live load (in) at 14.72 ft = -0.629 L/D = 556 Net Total load (in) at 14.72 ft = -0.960 LID = 365 Page 201 U . Gravity Beam Design RAM Steel 15.11.00.26 MSnucmi&Sym DataBase: SSE Lateral Model 11-1-18 OCBF %113entiey-Building Code: IBC 11/01/18 12:55:43 Steel Code: A1SC 360-10 ASD Floor Type: Level 3 Beam Number = 253 SPAN INFORMATION (ft): i-End (29.15,58.23) J-End (52.03,58.23) Beam Size (Optimum) = W14X22 Fy = 50.0 ksi Total Beam Length (ft) = 22.:89 Mp (kip-ft) = 138.33 LINE LOADS (k/It): Load Dist DL LL Red% Type PartL 1 0.000 0.236 0.000 --- NonR 0.000 22.885 0.236 0.000 0.000 2 0.000 0.023 0.456 0.0% Red 0.000 22.885 0.023 0.456 0.000 3 0.000 0.022 0.000 --- NonR 0.000 22.885 0.022 0.000 0.000 SHEAR: Max Va (DL+LL) = 8.42 kips Vn/i.50 = 63.02 kips MOMENTS: Span Cond LoadCombo Ma @ Lb Cb 92 Mn / o kip-ft ft . ft kip-ft Center Max+ DL+LL 48.2 11.4 0.0 1.00 1.67 82.83 Controlling DL-ILL 48.2 11.4 0.0 1.00 1.67 82.83 REACTIONS (kips): Left Right DL reaction 3.21 3.21. Max +LL reaction 5.21 5.21 Max +total reaction 8.42 8.42 DEFLECTIONS: Dead load (in) at 11.44 ft = -0.300 L/D = 916 Live load (in) at 11.44 ft = -0.487 LID = 564 Net-Total load (in) at 11.44 ft = -0.787 L/D = 349 Page 202 Fy = 50.0 ksi PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb ft kip-ft 0.0 1.00 1.67 82.83 0.0 1.00 1.67 82.83 U Gravity Beam Design RAM Steel 15.11.00.26 RMSU.curaISyst.m DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 %113enttey-Building Code: IBC Steel Code: MSC 360-10 ASD Floor Type: Level 3 Beam Number = 254 SPAN INFORMATION (ft): I-End (29.1.5,53.67) J-End (52.03,53.67) Beam Size (Optimum) = W14X22 Total Beam Length (ft) = 22.89 Mp (kip-ft) = 13 8.33 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.236 0.000 --- NonR 22.885 0.236 0.000 2 0.000 0.023 0.456 0.0% Red 22.885 0.023 0.456 3 0.000 0.022 0.000 --- NonR 22.885 0.022 0.000 SHEAR: Max Va (DL+LL) = 8.42 kips VnI1..50 = 63.02 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 48.2 11.4 Controlling DL+LL 48.2 11.4 REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 3.21 3.21 5.21 5.21 8.42 8.42 at 11.44 ft = -0.300 LID 916 at 11.44 ft = -0.487 LID = 564 at 11.44 ft = -0.787 LID = 349 Page 203 Fy = 50.0 ksi PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 Mn/a ft kip-ft 0.0 1.00 1.67 82.83 0.0 1.00 1.67 82.83 U Gravity Beam Design RAM Steel 15.11.00.26 RMSfliwaISpm DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/1812:55:43 Benttey' Building Code: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number = 255 SPAN INFORMATION (It): I-End (52.03,58.23) i-End (72.46,58.23) Beam Size (User Selected) = W'1 4X22 Total Beam Length (ft) = 20.43 Mp (kip-ft) = 138.33 LINE LOADS (k/ft: Load Dist DL LL Red% Type 1 0.000 0.236 0.000 --- NonR 20.427 0.236 0.000 2 0.000 0.023 0.456 0.0% Red 20.427 0.023 0.456 3 0.000 0.022 0.000 --- NonR 20.427 0.022 0.000 SHEAR: Max Va (DL+LL) = 7.52 kips Vn/1.50 = 63.02 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 38.4 10.2 Controlling DL+LL 38.4 10.2 REACTIONS (kips): Left Right 2.86 2.86 4.65 4.65 7.52 7.52 at 10.21 ft = -0.190 LID = 1288 at 10.21 ft = -0.309 LtD = 793 at 10.21 ft = -0.500 LID = 491 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) F' Page 204 Floor Type: Level 3 Beam Number = 256 SPAN INFORMATION (ft): i-End (52.03,53.67) Beam Size (User Selected) = W14X22 Total Beam Length (ft) = 20.43 Mp (kip-ft) = 138.33 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL 1.452 0.10 0.10 0.0 0.00 0.00 4.459 0.09 0.09 0.0 1.68 0.00 7.190 0.09 0.09 0.0 0.77 0.00 10.237 0.09 0.09 0.0 0.00 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% 1 0.000 0.118 0.000 20.427 0.118 0.000 2 0.000 0.011 0.228 0.0% 20.427 0.011 0.228 3 0.000 0.1118 0.000 0.609 0.118 0.000 4 0.000 0.011 0.228 0.0% 0.609 0.011 0.228 5 0.609 0.118 0.000 1.452 0.000 0.000 6 0.609 0.011 0.228 0.0% 1.452 0.000 0.000 7 1.453 0.118 0.000 3.655 0.1118 0.000 8 1.453 0.011 0.228 0.0% 3.655 0.011 0.228 9 3.656 0.1118 0.000 4.458 0.000 0.000 10 3.656 0.011 0.228 0.0% 4.458 0.000 0.000 ii 4.459 0.118 0.000 6.387 0.118 0.000 12 4.459 0.011 0.228 0.0% 6.387 0.011 0.228 13 6.388 0.118 0.000 7.190 0.000 0.000 14 6.388 0.011 0.228 0.0% 7.190 0.000 0.000 15 7.191 0.118 0.000 9.433 0.1118 0.000 16 7.191 0.0111 0.228 0.0% 9.433 0.011 0.228 J-End (72.46,53.67) Fy = 50.0 ksi Red% RoofLL Red% PartL 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 Type PartL NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 Page 205 Gravity Beam Design RAM Steel 15.11.00.26 RAMSmj.hualSy.mm DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 IBentteu Building Code: IBC Steel Code: AISC 360-10 ASD Gravity Beam Design RAM Steel 15.11.00.26 MSliuc*walSystum DataBase: SSE Lateral Model 11-1-18 OCBF %18enttey-Building Code: IBC Load Dist DL LL Red% Type 17 9.434 0.118 0.000 --- NonR 10.236 0.000 0.000 18 9.434 0.011 0.228 0.0% Red 10.236 0.000 0.000 19 10.237 0.118 0.000 --- NonR 20.427 0.118 0.000 20 10.237 0.011 0.228 0.0% Red 20.427 0.011 0.228 21 0.000 0.022 0.000 --- NonR 20.427 0.022 0.000 SHEAR: Max Va (DL+LL) = 9.44 kips Vn/1.50 = 63.02 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 45.7 9.3 Controlling DL+LL 45.7 9.3 REACTIONS (kips): Left Right DL reaction 2.98 2.91 Max +LL reaction 6.46 5.29 Max +total reaction 9.44 8.21 DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD PartL 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb Mn/Q ft kip-ft 0.0 1.00 1.67 82.83 0.0 1.00 1.67 82.83 at 10.21 ft = -0.197 LID = 1247 at 10.01 ft = -0.401 LtD = 612 at 10.01 ft = -0.597 LtD = 410 Page 206 U Gravity Beam Design RAM Steel 15.11.00.26 RMiSftuttwalSplem DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/1812:55:43 IBentIey, Building Code: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number = 257 SPAN INFORMATION (ft): I-End (14.00,53.67) J-End (14.85,49.11) Beam Size (User Selected) = W8X18 Total Beam Length (ft) = 4.63 Mp (kip-ft) = 70.83 LINE LOADS (k/ft: Load Dist DL LL Red% Type 1 0.000 0.022 0.000 --- NonR 4.633 0.022 0.000 2 0.000 0.002 0.042 0.0% Red 4.633 0.002 0.042 3 0.000 0.018 0.000 --- NonR 4.633 0.018 0.000 SHEAR: Max Va (DL+LL) = 0.19 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 0.2 2.3 Controlling DL+LL 0.2 2.3 REACTIONS (kips): Fy = 50.0 ksi PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb Mn/0 ft kip-ft 0.0 1.00 1.67 42.42 0.0 1.00 1.67 42.42 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 0.10 0.10 0.10 0.10 0.19 0.19 at 2.32 ft = -0.000 at 2.32 ft = -0.000 at 2.32 ft = -0.000 Page 207 U Gravity Beam Design RAM Steel 15.11.00.26 RMSHuicturISy5tem DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/1812:55:43 %113enttey-Building Code: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number = 258 SPAN INFORMATION (ft): I-End (17.05,53.67) J-End (17.90,49.11) Beam Size (User Selected) = W8X18 Fy = 50.0 ksi Total Beam Length (ft) = 4.63 Mp (kip-ft) = 70.83 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 4.217 0.00 0.00 0.0 8.50 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/ft): PartL 0.000 0.000 0.000 0.000 0.000 0.000 Load Dist DL LL Red% Type 1 0.000 0.022 0.000 --- NonR 4.633 0.022 0.000 2 0.000 0.002 0.042 0.0% Red 4.633 0.002 0.042 3 0.000 0.018 0.000 --- NonR 4.633 0.018 0.000 SHEAR: Max Va (DL+LL) = 7.93 kips Vn/i..50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max+ DL+LL 3.3 4.2 Controlling DL+LL 3.3 4.2 REACTIONS (kips): Lb Cb ft kip-ft 0.0 1.00 1.67 42.42 0.0 1.00 1.67 42.42 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 0.10 0.10 0.86 7.83 0.96 7.93 at 2.32 ft = -0.000 at 2.64 ft = -0.005 at 2.64 ft = -0.005 L/D = 11409 L/D = 10886 Page 208 U Gravity Beam Design RAM Steel 15.11.00.26 flAMSlructwalSystem DataBase: SSE Lateral Model 11-1-18 OCBF . 11/01/18 12:55:43 IBent1ey, Building Code: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number = 259 SPAN INFORMATION (ft): I-End (19.79,53.67) J-End (20.64,49.11) Beam Size (User Selected) = W8X18 Fy = 50.0 ksi Total Beam Length (ft) = 4.63 Mp (kip-ft) = 70.83 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 3.717 0.00 0.00 0.0 8.50 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL LL :Red% Type 1 0.000 0.022 0.000 --- NonR 4.633 0.022 0.000 2 0.000 0.002 0.042 0.0% Red 4.633 0.002 0.042 3 0.000 0.018 0.000 --- NonR 4.633 0.018 0.000 SHEAR: Max Va (DL+LL) = 7.01 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma kip-ft t Center Max + DL+LL 6.4 3.7 Controlling DL+LL 6.4 3.7 REACTIONS (kips): PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 Mn/Q ft kip-ft 0.0 1.00 1.67 42.42 0.0 1.00 1.67 42.42 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 0.10 0.10 1.78 6.91 1.87 7.01 at 2.32 ft = -0.000 at 2.62 ft = -0.010 at 2.62 ft = -0.010 L/D = 5579 L/D = 5450 Page 209 In Gravity Beam Design RAM Steel 15.11.00.26 RAM SInictuioISysm DataBase: SSE Lateral Model 11-1-18 OCBF iBentLey, Building Code: IBC 11/01/1812:55:43 Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number = 260 SPAN INFORMATION (ft): I-End (22.84,53.67) J-End (23.69,49.11) Beam Size (User Selected) = W8X18 Fy = 50.0 ksi Total Beam Length (ft) = 4.63, Mp(kip-ft) = 70.83 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.022 0.000 --- NonR 0.000 4.633 0.022 0.000 . 0.000 2 0.000 0.002 0.042 0.0% Red 0.000 4.633 0.002 0.042 0.000 3 0.000 0.018 0.000 --- NonR 0.000 4.633 0.018 0.000 0.000 SHEAR: 'Max Va (DL+LL) = 0.19 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma @ Lb Cb Q Mn / ) kip-ft ft ft kip-ft Center Max+ DL+LL 0.2 2.3 0.0 1.00 1.67 42.42 Controlling DL+LL 0.2 2.3 0.0 1.00 1.67 42.42 REACTIONS (kips): Left Right DL reaction 0.10 0.10 Max +LL reaction 0.10 0.10 Max +total reaction 0.19 0.19 DEFLECTIONS: Dead load (in) at 2.32 ft = -0.000 Live load (in) at 2.32 ft = -0.000 Net Total load (in) at 2.32 ft = -0.000 Page 210 U Gravity Beam Design RAM Steel 15.11.00.26 RAMSuuctuiaISytein DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/1812:55:43 iBenttey Building Code: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number = 261 SPAN INFORMATION (It): I-End (55.69,49.11) J-End (56.49,53.67) Beam Size (User Selected) = W8X1 8 Fy = 50.0 ksi Total Beam Length (ft) = 4.63 Mp (kip-ft) = 70.83 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 0.917 0.00 0.00 0.0 8.50 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/It): Load Dist DL LL Red% Type PartL 1 0.000 0.020 0.000 --- NonR 0.000 4.625 0.020. 0.000 0.000 2 0.000 0.002 0.040 0.0% Red 0.000 4.625 0.002 0.040 0.000 3 0.000 0.018 0.000 --- NonR 0.000 4.625 0.018 0.000 0.000 SHEAR: Max Va (DL+LL) = 7.00 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma @ Lb Cb 0 Mn / kip-ft ft ft kip-ft Center Max+ DL+LL 6.4 0.9 0.0 1.00 1.67 42.42 Controlling .DL+LL 6.4 0.9 0.0 1.00 1.67 42.42 REACTIONS (kips): Left Right DL reaction 0.09 0.09 Max +LL reaction 6.91 1.78 Max +total reaction 7.00 1.87 DEFLECTIONS: Dead load (in) at 2.31 ft = -0.000 Liveload(in) at 2.01 ft = -0.010 L/D = 5597 Net Total load (in) at 2.01 ft = -0.010 L/D = 5472 Page 211 Load Dist DL LL Red% Type 1 0.000 0.005 0.000 --- NonR 1.167 0.005 0.000 2 0.000 0.000 0.010 0.0% Red 1.167 0.001. 0.010 3 0.000 0.018 0.000 --- NonR 1.167 0.018 0.000 SHEAR: Max Va DL+LL) = 4.68 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 2.5 0.5 Controlling DL+LL 2.5 0.5 REACTIONS (kips): Pai-tL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb K2 Mn/f ft kip-ft 0.0 1.00 1.67 42.42 0.0 1.00 1.67 42.42 U Gravity Beam Design RAM Steel 15.11.00.26 RMSrutwaPSystcin DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/1812:55:43 IBenttey, Building Code: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number = 262 SPAN INFORMATION (ft): I-End (54.90,44.68) J-End (55.11,45.83) Beam Size (User Selected) = W8X18 Fy = 50.0 ksi Total Beam Length (ft) = 1.17 Mp (kip-ft) = 70.83 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 0.527 0.00 0.00 0.0 8.50 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/ft): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 0.01 0.01 4.67 3.84 4.68 3.86 at 0.58 ft = -0.000 at 0.57 ft = -0.000 at 0.57 ft = -0.000 Page 212 U Gravity Beam Design RAM Steel 15.11.00.26 MSflucturISym DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/1812:55:43 iBenttey Building Code: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number = 263 SPAN INFORMATION (ft): I-End (57.55,44.21) J-End (57.84,45.83) Beam Size (User Selected) = W8X18 Fy = 50.0 ksi Total Beam Length (ft) = 1.64 Mp (kip-ft) = 70.83 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 0.536 0.00 0.00 0.0 8.50 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/ft): PartL 0.000 0.000 0.000 0.000 0.000 0.000 Load Dist DL LL Red% Type 1 0.000 0.007 0.000 --- NonR 1.642 0.007 0.000 2 0.000 0.001 0.014 0.0% Red 1.642 0.001 0.014 3 0.000 0.018 0.000 --- NonR 1.642 0.018 0.000 SHEAR: Max Va (DL+LL) = 5.76 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 3.1 0.5 Controlling DL+LL 3.! 0.5 REACTIONS (kips): Lb Cb 0 Mn/Il ft kip-ft 0.0 1.00 1.67 42.42 0.0 1.00 1.67 42.42 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 0.02 0.02 5.74 2.79 5.76 2.81 at 0.82 ft = -0.000 at 0.75 ft = -0.001 at 0.75 ft = -0.001 Page 213 U Gravity Beam Design RAM Steel 15.11.00.26 RAMSUuctwaISytem DataBase: SSE Lateral Model 11-1-18 OCBF iIBent(ey, Building Code: IBC 11/01/1812:55:43 Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number = 264 SPAN INFORMATION (ft): I-End (58.42,49.1.1) J-End (59.22,53.67) Beam Size (User Selected) = W8X18 Fy = 50.0 ksi Total Beam Length (ft) = 4.63 Mp (kip-ft) = 70.83 POINT LOADS (kips): Dist DL IRedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 0.417 0.00 0.00 0.0 8.50 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.020 0.000 --- NónR 0.000 4.625 0.020 0.000 0.000 2 0.000 0.002 0.040 0.0% Red 0.000 4.625 0.002 0.040 0.000 3 0.000 0.018 0.000 --- NonR 0.000 4.625 0.018 0.000 0.000 SHEAR: Max Va (DL+LL) = 7.92 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma @ Lb Cb 0 Mn /0 kip-ft ft ft kip-ft Center Max+ DL+LL 3.3 0.4 0.0 1.00 1.67 42.42 Controlling DL+LL 3.3 0.4 0.0 1.00 1.67 42.42 REACTIONS (kips): Left Right DL reaction 0.09 0.09 Max +LL reaction 7.83 0.86 Max +total reaction 7.92 0.95 DEFLECTIONS: Dead load (in) at 2.31 ft = -0.000 Live load (in) at 1.99 ft = -0.005 L/D = 11459 Net Total load (in) at 1.99 ft = -0.005 L/D = 10948 Page 214 Gravity Beam Design RAM Steel 15.11.00.26 RAMSlnlctulalSy5tem DataBase: SSE Lateral Model 11-1-18 OCBF 'IBenttey. Building Code: IBC Floor Type: Level 3 Beam Number = 265 SPAN INFORMATION (ft): I-End (61.46,49.11) J-End (62.27,53.67) 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Beam Size (User Selected) = W8X18 Total Beam Length (ft) = 4.63 Mp (kip-ft) = 70.83 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.020 0.000 --- NonR 4.625 0.020 0.000 2 0.000 0.002 0.040 0.0% Red 4.625 0.002 0.040 3 0.000 0.018 0.000 --- NonR 4.625 0.018 0.000 SHEAR: Max Va (DL+LL) = 0.18 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 0.2 2.3 Controlling DL+LL 0.2 2.3 REACTIONS (kips): Fy = 50.0 ksi PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb Q Mn/K2 ft kip-ft 0.0 1.00 1.67 42.42 0.0 1.00 1.67 42.42 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 0.09 0.09 0.09 0.09 0.18 0.18 at 2.31 ft = -0.000 at 2.31 ft = -0.000 at 2.31 ft = -0.000 Page 215 U Gravity Beam Design RAM Steel 15.11.00.26 RAMSftuctuIaISy5tem DtaBase: SSE Lateral Model 11-1-18 OCBF 11/01/1812:55:43 %Jeenttey-Building Code: iBC Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number = 266 SPAN INFORMATION (ft): I-End (60.51,43.69) J-End (60.88,45.83) Beam Size (User Selected) = W8X18 Total Beam Length (ft) = 2.17 Mp (kip-ft) = 70.83 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.010 0.000 --- NonR 2.171 0.010 0.000 2 0.000 0.001 0.019 0.0% Red 2.171 0.001 0.019 3 0.000 0.018 0.000 --- NonR 2.171 0.018 0.000 SHEAR: •Max Va (DL+LL) = 0.05 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL 0.0 1.1 Controlling DL+LL 0.0 1.1 REACTIONS (kips): Fy = 50.0 ksi PartL 0.000 6.000 0.000 0.000 0.000 0.000 Lb Cb 0 Mii/10 ft kip-ft 0.0 1.00 1.67 42.42 0.0 1.00 1.67 42.42 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) - Net Total load (in) Left Right 0.03 0.03 0.02 0.02 0.05 0.05 at 1.09 ft = -0.000 at 1.09 ft = -0.000 at 1.09 ft = -0.000 Page 216 U Gravity Beam Design RAM Steel 15.11.00.26 RMSuuzcIrnaISy.t.m DataBase: SSE Lateral Model 11-1-18 OCBIF isenttey' Building Code: IBC 11/01/18 12:55:43 Steel Code: ATSC 360-10 ASD Floor Type: Level 3 Beam Number = 267 SPAN INFORMATION (ft): I-End (52.64,49.11) J-End (53.48,53.67) Beam Size (User Selected) = W8X18 Fy = 50.0 ksi Total Beam Length (ft) = 4.63 Mp (kip-ft) = 70.83 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.021 0.000 --- NonR 0.000 4.633 0.021 0.000 0.000 2 0.000 0.002 0.041 0.0% Red 0.000 4.633 0.002 0.041 0.000 3 0.000 0.018 0.000 --- NonR 0.000 4.633 0.018 0.000 0.000 SHEAR: Max Va (DL+LL) = 0.19 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma @ 'Lb Cb 0 Mn /0 kip-ft ft ft kip-ft Center Max+ DL+LL 0.2 2.3 0.0 1.00 1.67 42.42 Controlling DL+LL 0.2 2.3 0.0 1.00 1.67 42.42 REACTIONS (kips): Left Right DL reaction 0.10 0.10 Max +LL reaction 0.10 0.10 Max +total reaction 0.19 0.19 DEFLECTIONS: Dead load (in) at 2.32 ft = -0.000 Live load (in) at 2.32 ft = -0.000 Net Total load (in) at 2.32 ft = -0.000 Page 217 VA Gravity Beam Design RAM Steel 15.11.00.26 flAMStzuctwalSystem DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 iIBent(ey, Building Code: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number = 268 SPAN INFORMATION (ft): I-End (61.47,105.89) J-End (62.32,101.33) Beam Size (User Selected) = W8X18 Fy = 50.0 ksi Total Beam Length (ft) = 4.63 Mp (kip-ft) = 70.83 LINE LOADS (k/It): Load Dist DL LL Red% Type PartL 1 0.000 0.022 0.000 --- NonR 0.000 4.633 0.022 0.000 0.000 2 0.000 0.002 0.042 0.0% Red 0.000 4.633 0.002 0.042 0.000 3 0.000 0.018 0.000 --- NonR 0.000 4.633 0.018 0.000 0.000 SHEAR: Max Va (DL+LL) = 0.19 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma @ Lb Cb 0 Mn / f) kip-ft ft ft kip-ft Center Max+ DL+LL 0.2 2.3 0.0 1.00 1.67 42.42 Controlling DL+LL 0.2 2.3 0.0 1.00 1.67 42.42 REACTIONS (kips): Left Right DL reaction 0.10 0.10 Max +LL reaction 0.10 0.10 Max +total reaction 0.19 0.19 DEFLECTIONS: Dead load (in) at 2.32 ft = -0.000 Live load (in) at 2.32 ft = -0.000 Net Total load (in) at 2.32 ft = -0.000 Page 218 PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb Mn/0 ft kip-ft 0.0 1.00 1.67 42.42 0.0 1.00 1.67 42.42 U Gravity Beam Design RAM Steel 15.11.00.26 RAMSrnztwaISystm DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/1812:55:43 IBenttey Building Code: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number = 269 SPAN INFORMATION (ft): I-End (58.42,105.89) J-End (59.27,101.33) Beam Size (User Selected) = W8X18 Fy = 50.0 ksi Total Beam Length (ft) = 4.63 Mp (kip-ft) = 70.83 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 0.417 0.00 0.00 0.0 8.50 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.022 0.000 --- NonR 4.633 0.022 0.000 2 0.000 0.002 0.042 0.0% Red 4.633 0.002 0.042 3 0.000 0.018 0.000 --- NonR 4.633 0.018 0.000 SHEAR: Max Va (DL+LL) = 7.93 kips Vn/i. .50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft 3.3 0.4 3.3 0.4 Left Right 0.10 0.10 7.83 0.86 7.93 0.96 at 2.32 ft = -0.000 at 1.99 ft = -0.005 at 1.99 ft = -0.005 Center Max + DL+LL Controlling DL+LL REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) L/D= 11410 LID.= 10886 Page 219 PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 Mn/a ft kip-ft 0.0 1.00 1.67 42.42 0.0 1.00 1.67 42.42 U Gravity Beam Design RAM Steel 15.1; 1.00.26 R*MSUuctuiaISyem DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/1812:55:43 IBenttey Building Code: IBC Steel Code: MSC 360-10 ASD Floor Type: Level 3 Beam Number = 270 SPAN INFORMATION (ft): I-End (55.69,105.89) J-End (56.54,101.33) Beam Size (User Selected) = W8X1.8 Fy = 50.0 ksi Total Beam Length (ft) = 4.63 Mp(kip-ft) = 70.83 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% IRoofLL Red% PartL 0.917 0.00 0.00 0.0 8.50 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.022 0.000 --- NonR 4.633 0.022 0.000 2 0.000 0.002 0.042 0.0% Red 4.633 0.002 0.042 3 0.000 0.018 0.000 --- NonR 4.633 0.018 0.000 SHEAR: Max Va DL+LL) = 7.01 kips Vn/1..50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + D'L+LL 6.4 0.9 Controlling DL+LL 6.4 0.9 REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 0.10 0.10 6.91 1.78 7.01 1.87 at 2.32 ft = -0.000 at 2.02 ft = -0.010 at 2.02 ft = -0.010 LID = 5579 LID = 5451 Page 220 U Gravity Beam Design RAM Steel 15.11.00.26 RAMShucIurISym DataBase: SSE Lateral Model 11 -4 - 18 OCBF 11/01/1812:55:43 iBentLey Building Code: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number = 271 SPAN INFORMATION (ft): i-End (52.64,105.89) J-End (53.49,101.33) Beam Size (User Selected) = W8X18 Fy = 50.0 ksi Total Beam Length (ft) = 4.63 Mp (kip-ft) = 70.83 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.022 0.000 --- NonR 0.000 4.633 0.022 0.000 0.000 2 0.000 0.002 0.042 0.0% Red 0.000 4.633 0.002 0.042 0.000 3 0.000 0.018 0.000 --- NonR 0.000 4.633 0.018 0.000 0.000 SHEAR: Max Va (DL+LL) = 0.19 kips Vn/1..50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma @ Lb Cb Mn / Q kip-ft ft ft kip-ft Center Max+ DL+LL 0.2 2.3 0.0 1.00 1.67 42.42 Controlling DL+LL 0.2 2.3 0.0 1.00 1.67 42.42 REACTIONS (kips): Left Right DL reaction 0.10 0.10 Max +LL reaction 0.10 0.10 Max +total reaction 0.19 0.19 DEFLECTIONS: Dead load (in) at 2.32 ft = -0.000 Live load (in) at 2.32 ft = -0.000 Net Total load (in) at 2.32 ft = -0.000 Page 221 Gravity Beam Design RAM Steel 15.11.00.26 NAMStructwaISy.m DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 %jBenttey-Building Code:: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number = 272 SPAN INFORMATION (ft): I-End (19.84,101.33) J-End (20.64,105.89) Beam Size (User Selected) = WSXi 8 Fy = 50.0 ksi Total Beam Length (ft) = 4.63 Mp (kip-ft) = 70.83 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 3.709 0.00 0.00 0.0 8.50 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/ft): PartL 0.000 0.000 0.000 0.000 0.000 0.000 Load Dist DL LL Red% Type 1 0.000 0.020 0.000 --- NonR 4.625 0.020 0.000 2 0.000 0.002 0.040 0.0% Red 4.625 0.002 0.040 3 0.000 0.018 0.000 --- NonR 4.625 0.018 0.000 SHEAR: Max Va (DL+LL) = 7.00 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 6.4 3.7 Controlling DL+LL 6.4 3.7 REACTIONS (kips): Lb Cb 0 Mn/a ft kip-ft 4.6 1.41 1.67 42.42 4.6 1.41 1.67 42.42 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 0.09 0.09 1.78 6.91 1.87 7.00 at 2.31 ft = -0.000 at 2.61 ft = -0.010 at 2.61 ft = -0.010 L/D = 5597 L/D = 5472 Page 222 U . Gravity Beam Design RAM Steel 15.11.00.26 RAMSInic1waISy5tm DataBase: SSE Lateral Model 11-1-18 OCBF 'I8enttey Building Code: IBC 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number = 273 SPAN INFORMATION (It): I-End (17.10,1.01.33) J-End (17.91,105.89) Beam Size (User Selected) = W8XI.8 Fy = 50.0 ksi Total Beam Length (ft) = 4.63 Mp (kip-ft) . = 70.83 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 4.209 0.00 0.00 0.0 8.50 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/It): Load Dist DL LL Red% Type PartL 1 0.000 0.020 0.000 --- NonR 0.000 4.625 0.020 0.000 0.000 2 0.000 0.002 0.040 0.0% Red 0.000 4.625 0.002 0.040 0.000 3 0.000 0.018 0.000 --- NonR 0.000 4.625 0.018 0.000 0.000 SHEAR: Max Va (DL+LL) = 7.92 kips Vn/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma @ Lb Cb 0 Mn / . kip-ft ft ft kip-ft Center Max+ DL+LL 3.3 4.2 4.6 1.48 1.67 42.42 Controlling .DL+LL 3.3 4.2 4.6 1.48 111.67 42.42 REACTIONS (kips): Left Right DL reaction 0.09 0.09 Max +LL reaction 0.86 7.83 Max +total reaction 0.95 7.92 DEFLECTIONS: Dead load (in) at 2.31 ft = -0.000 Live load (in) at 2.64 ft = -0.005 L/D = 11459 Net Total, load (in) at 2.64 ft = -0.005 L/D = 10948 Page 223 Gravity Beam Design RAM Steel 15.11.00.26 AAMStzuclutalSystem DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 IBentLey Building Code: iBC Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number = 274 SPAN INFORMATION (ft): I-End (14.06,101.33) J-End (14.86,105.89) Beam Size (User Selected) = 'W8X1 8 Total Beam Length (ft) = 4.63 Mp (kip-ft) = 70.83 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.020 0.000 --- NonR 0.000 4.625 0.020 0.000 0.000 2 0.000 0.002 0.040 0.0% Red 0.000 4.625 0.002 0.040 0.000 3 0.000 0.018 0.000 --- NonR 0.000 4.625 0.018 0.000 0.000 SHEAR: Max Va (DL+LL) = 0.18 kips Vn/1.50 = 37.44 kips MOMENTS: Span j Cond LoadCombo Ma @ Lb kip-ft ft ft Center Max + DL+LL 0.2 2.3 4.6 Controlling DL+LL 0.2 2.3 4.6 REACTIONS (kips): Left Right DL reaction 0.09 0.09 Max +LL reaction 0.09 0.09 Max +total reaction 0.18 0.18 DEFLECTIONS: Dead load (in) at 2.31 ft = -0.000 Live load (in) at 2.31 ft = -0.000 Net Total load (in) at 2.31 ft = -0.000 Fy = 50.0 ksi Cb 0 Mn/Q kip-ft 1.14 1.67 42.42 1.14 1.67 42.42 L Page 224 U Gravity Beam Design RAM Steel 15.11.00.26 MSUucIuiISym DataBase: SSE Lateral Model 11-1-18 OCBF 1.1/01/1812:55:43 %Ji3enttey-Building Code: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 3 Beam Number = 275 SPAN INFORMATION (ft): I-End (22.88,101.33) J-End (23.68,105.89) Beam Size (User Selected) = W8X1 8 Total Beam Length (ft) = 4.63 Mp (kip-ft) = 70.83 LINE LOADS (k/ft): Load Dist 'DL LL Red% Type 1 0.000 0.020 0.000 --- NonR 4.625 0.020 0.000 2 0.000 0.002 0.040 0.0% Red 4.625 0.002 0.040 3 0.000 0.018 0.000 --- NonR 4.625 0.018 0.000 SHEAR: Max Va (DL+LL) = 0.18 kips \n/1.50 = 37.44 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 0.2 2.3 Controlling DL+LL 0.2 2.3 REACTIONS (kips): :Fy = 50.0 ksi PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb Mn/a ft kip-ft 4.6 11.14 1.67 42.42 4.6 1.14 1.67 42.42 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 0.09 0.09 0.09 0.09 0.18 0.18 at 2.31 ft = -0.000 at 2.31 ft = -0.000 at 2.31 ft = -0.000 Page 225 Gravity Beam Design RAM Steel 15.11.00.26 RAM StzuctuiaISym DataBase: SSE Lateral Model 11-1-18 OCBF ieentteu Building Code: IBC Floor Type: Level 2 Beam Number = 1 SPAN INFORMATION (ft): I-End (71.02,41.83) J-End (76.33,41.83) 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Beam Size (User Selected) = W14X22 TotalBeamLength(ft) = 5.31 Mp(kip-ft) = 138.33 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.103 0.000 --- NonR 5.312 0.103 0.000 2 0.000 0.010 0.200 0.0% Red 5.312 0.010 0.200 3 0.000 0.026 0.000 --- NonR 5.312 0.026 0.000 4 0.000 0.003 0.051 0.0% Red 5.312 0.003 0.051 5 0.000 0.022 0.000 --- NonR 5.312 0.022 0.000 SHEAR: Max Va (DL+LL) = 1.1.0 kips Vn/1.50 = 63.02 kips MOMENTS: Span Cond LoadCombo Ma ,kip-ft ft Center Max + DL+LL 1.5 2.7 Controlling DL+LL 1.5 2.7 REACTIONS (kips): Fy = 50.0 ksi PartL 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb ft kip-ft 0.0 1.00 1.67 82.83 0.0 1.00 1.67 82.83 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 0.44 0.44 0.67 0.67 1.10 1.10 at 2.66 ft = -0.001 at 2.66 ft = -0.001 at 2.66 ft = -0.001 L/D = 49521 Page 226 U Gravity Beam Design RAM Steel 15.11.00.26 RN.1 suucwta, sysLm DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 %-Jaenttey-Building Code: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 2 Beam Number = 2 SPAN INFORMATION (ft): I-End (0.00,41.83) J-End (5.31,41.83) Beam Size (User Selected) = W14X22 Total Beam Length (ft) = 5.31 Mp(kip-ft) = 138.33 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.103 0.000 --- NonR 5.312 0.103 0.000 2 0.000 0.010 0.200 0.0% Red 5.312 0.010 0.200 3 0.000 0.026 0.000 --- NonR 5.312 0.026 0.000 4 0.000 0.003 0.051 0.0% Red 5.312 0.003 0.051 5 0.000 0.022 0.000 --- NonR 5.312 0.022 0.000 SHEAR: Max Va DL+LL) = 1.10 kips Vn/1.50 = 63.02 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 1.5 2.7 Controlling DL+LL 1.5 2.7 REACTIONS (kips): Fy = 50.0 ksi PartL 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb ft kip-ft 0.0 1.00 1.67 82.83 0.0 1.00 1.67 82.83 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 0.44 0.44 0.67 0.67 1.10 1.10 at 2.66 ft = -0.001 at 2.66 ft = -0.001 at 2.66 ft = -0.001 LID = 49522 Page 227 Fy = 50.0 ksi PartL 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb Mn/o- ft kip-ft 0.0 1.00 1.67 82.83 0.0 1.00 1.67 82.83 Gravity Beam Design RAM Steel 15.11.00.26 RMStzuctwaISyitm DataBase: SSE Lateral Model 11-1-18 OCBF BentLey Building Code: IBC Floor Type: Level 2 Beam Number =3 SPAN INFORMATION (ft): 1-End (0.00,113.17) J-End (5.31,113.17) 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Beam Size (User Selected) = W14X22 Total Beam Length (ft) = 5.31 Mp(kip-ft) = 138.33 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.026 0.000 --- NonR 5.312 0.026 0.000 2 0.000 0.003 0.051 0.0% Red 5.312 0.003 0.051 3 0.000 0.103 0.000 --- NonR 5.312 0.103 0.000 4 0.000 0.010 0.200 0.0% Red 5.312 0.010 0.200 5 0.000 0.022 0.000 --- NonR 5.312 0.022 0.000 SHEAR: Max Va (DL+LL) = 1.10 kips Vn/1.50 = 63.02 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max+ DL+LL 1.5 2.7 Controlling DL+LL 1.5 2.7 REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in). Net Total load (in) Left Right 0.44 0.44 0.67 0.67 1.10 1.10 at 2.66 ft = -0.001 at 2.66 ft = -0.001 at 2.66 ft = -0.001 LID = 49522 Page 228 In Gravity Beam Design RAM Steel 15.11.00.26 RAMSUuctuTaISy5tem DataBase: SSE Lateral Model 11-1-18 OCBF IBenttey Building Code: IBC 11/01/1812:55:43 Steel Code: ATSC 360-10 ASD Floor Type: Level 2 Beam Number = 4 SPAN INFORMATION (ft): I-End (71.02,113.17) J-End (76.33,113.17) Beam Size (User Selected) = W14X22 Fy = 50.0 ksi Total Beam Length (ft) = 5.31 Mp(kip-ft) = 138.33 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.026 0.000 --- NonR 0.000 5.312 0.026 0.000 0.000 2 0.000 0.003 0.051 0.0% Red 0000 5.312 0.003 0.051 0.000 3 0.000 0.103 0.000 --- NonR 0.000 5.312 0.103 0.000 0.000 4 0.000 0.010 0.200 0.0% Red 0.000 5.312 0.010 0.200 0.000 5 0.000 0.022 0.000 --- NonR 0.000 5.312 0.022 0.000 0.000 SHEAR: Max Va (DL+LL) = 1.10 kips Vn/1.50 = 63.02 kips MOMENTS: Span Cond LoadCombo Ma @ Lb Cb 02 . Mn / 2 kip-ft ft ft kip-ft Center Max+ DL+LL 1.5 2.7 0.0 1.00 1.67 82.83 Controlling DL+LL 1.5 2.7 0.0 1.00 1.67 82.83 REACTIONS (kips): Left Right DL reaction 0.44 0.44 Max +LL reaction 0.67 0.67 Max +total reaction 1.10 1. 10 DEFLECTIONS: Dead load (in) at 2.66 ft = -0.001 Live load (in) at 2.66 ft = -0.001 Net Total load (in) at 2.66 ft = -0.001 L/D = 49522 Page 229 U Gravity Beam Design RAM Steel 15.11.00.26 RAMSIrutuTaISystem DataBase: SSE Lateral Model 11-1-18 OCBF lBentIey Building Code: IBC 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Floor Type: Level 2 Beam Number = 13 SPAN INFORMATION (ft): I-End (-0.00,45.83) J-End (29.15,45.83) Beam Size (User Selected) = W18X35 Fy = 50.0 ksi Total Beam Length (ft) = 29.15 Mp (kip-ft) = 277.08 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 11.792 0.06 0.05 0.0 0.00 0.00 0.0 0.00 0.0 0.00 11.792 0.04 0.03 0.0 0.00 0.00 0.0 0.00 0.0 0.00 14.838 0.06 0.05 0.0 0.00 0.00 0.0 0.00 0.0 0.00 14.838 0.03 0.02 0.0 2.18 0.00 0.0 0.00 0.0 0.00 17.570 0.06 0.05 0.0 0.00 0.00 0.0 0.00 0.0 0.00 17.570 0.02 0.01 0.0 2.75 0.00 0.0 0.00 0.0 0.00 20.617 0.06 0.05 0.0 0.00 0.00 0.0 0.00 0.0 0.00 20.617 0.02 0.01 0.0 0.00 0.00 0.0 0.00 0.0 0.00 27.952 1.09 1.34 0.0 5.96 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.085 0.000 --- NonR 0.000 11.212 0.085 0.000 0.000 2 0.000 0.008 0.164 0.0% Red 0.000 11.212 0.008 0.164 0.000 3 11.212 0.085 0.000 --- NonR 0.000 11.792 0.000 0.000 0.000 4 11.212 0.008 0.164 0.0% Red 0.000 11.792 0.000 0.000 0.000 5 11.792 0.085 0.000 --- NonR 0.000 14.258 0.085 0.000 0.000 6 11.792 0.008 0.164 0.0% Red 0.000 14.258 0.008 0.164 0.000 7 14.259 0.085 0.000 --- NonR 0.000 14.838 0.000 0.000 0.000 8 14.259 0.008 0.164 0.0% Red 0.000 14.838 0.000 0.000 0.000 9 14.839 0.085 0.000 --- NonR 0.000 16.990 0.085 0.000 0.000 10 14.839 0.008 0.164 0.0% Red 0.000 16.990 0.008 0.164 0.000 11 16.991 0.085 0.000 --- NonR 0.000 17.570 0.000 0.000 0.000 12 16.991 0.008 0.164 0.0% Red 0.000 17.570 0.000 0.000 0.000 13 17.571 0.085 0.000 --- NonR 0.000 20.036 0.085 0.000 0.000 14 17.571 0.008 0.164 0.0% Red 0.000 Page 230 U Gravity Beam Design RAM Steel 15.11.00.26 RMSruzctwaISytem DataBase: SSE Lateral Model 11-1-18 OCBF I8entLey Building Code: IBC 1,1/01/1812:55:43 Steel Code: AISC 360-10 ASD Load Dist DL LL Red% Type PartL 20.036 0.008 0.164 0.000 15 20.037 0.085 0.000 --- NonR 0.000 20.616 0.000 0.000 0.000 16 20.037 0.008 0.164 0.0% Red 0.000 20.616 0.000 0.000 0.000 17 20.617 0.085 0.000 --- NonR 0.000 29.145 0.085 0.000 0.000 18 20.617 0.008 0.164 0.0% Red 0.000 29.145 0.008 0.164 0.000 19 27.952 0.001 0.000 --- NonR 0.000 27.996 0.025 0.000 0.000 20 27.952 0.000 0.000 0.0% Red 0.000 27.996 0.003 0.051 0.000 21 27.996 0.026 0.000 --- NonR 0.000 29.145 0.026 0.000 0.000 22 27.996 0.003 0.051 0.0% Red 0.000 29.145 0.003 0.051 0.000 23 0.000 0.103 0.000 --- NonR 0.000 5.312 0.103 0.000 0.000 24 0.000 0.010 0.200 0.0% Red 0.000 5.312 0.010 0.200 0.000 25 5.313 0.103 0.000 --- NonIR 0.000 11.792 0.074 0.000 0.000 26 5.313 0.010 0.200 0.0% Red 0.000 11.792 0.007 0.142 0.000 27 11.792 0.000 0.000 --- NonR 0.000 12.279 0.071 0.000 0.000 28 11.792 0.000 0.000 0.0% Red 0.000 12.279 0.007 0.138 0.000 29 12.280 0.071 0.000 --- NonR 0.000 14.838 0.060 0.000 0.000 30 12.280 0.007 0.138 0.0% Red 0.000 14.838 0.006 0.116 0.000 31 14.839 0.000 0.000 --- NonR 0.000 15.233 0.058 0.000 0.000 32 14.839 0.000 0.000 0.0% Red 0.000 15.233 0.006 0.112 0.000 33 15.234 0.058 0.000 --- NonR 0.000 17.570 0.047 0.000 0.000 34 15.234 0.006 0.112 0.0% Red 0.000 17.570 0.005 0.092 0.000 35 17.571 0.000 0.000 --- NonR 0.000 17.883 0.046 0.000 0.000 36 17.571 0.000 0.000 0.0% Red 0.000 17.883 0.004 0.089 0.000 Page 231 Gravity Beam Design RAM Steel 15.11.00.26 NAMSmicmraISym DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 t-i ji3enttey-Building Code: IBC Steel Code: AISC 360-10 ASD Load Dist DL LL Red% Type PartL 37 17.884 0.046 0.000 --- NonR 0.000 20.616 0.033 0.000 0.000 38 17.884 0.004 0.089 0.0% Red 0.000 20.616 0.003 0.065 0.000 39 20.617 0.000 0.000 --- NonR 0.000 20.837 0.032 0.000 0.000 40 20.617 0.000 0.000 0.0% Red 0.000 20.837 0.003 0.063 0.000 41 20.838 0.032 0.000 --- NonR 0.000 27.951 0.000 0.000 0.000 42 20.838 0.003 0.063 0.0% Red 0.000 27.951 0.000 0.000 0.000 43 0.000 0.035 0.000 --- NonR 0.000 29.145 0.035 0.000 0.000 SHEAR: Max Va (DL+LL) = 16.99 kips Vn/1.50 = 106.20 kips MOMENTS: Span Cond LoadCombo Ma @ Lb Cb 92 Mn /0 kip-ft ft ft kip-ft Center Max+ DL+LL 88.7 14.8 0.0 1.00 1.67 165.92 Controlling DL+LL 88.7 14.8 0.0 1.00 1.67 165.92 REACTIONS (kips): Left Right DL reaction 3.26 3.67 Max +11 reaction 7.08 13.32 Max +total reaction 10.35 16.99 DEFLECTIONS: Dead load (in) at 14.43 ft = -0.232 L/D = 1505 Live load (in) at 14.72 ft = -0.650 LID = 538 Net Total load (in) at 14.72 ft = -0.882 LID = 396 Page 232 Gravity Beam Design RAM Steel 15.11.00.26 RAMStzucIuioISysm DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 BentLey Building Code: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 2 Beam Number = 14 SPAN INFORMATION (ft): I-End (5.31,41.83) J-End (27.95,45.83) Beam Size (Optimum) = W16X26 Total Beam Length (ft) = 22.99 Mp (kip-ft) = 184.17 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL 7.074 0.04 0.03 0.0 0.00 0.00 10.074 0.03 0.02 0.0 6.32 0.00 12.765 0.02 0.01 0.0 5.75 0.00 15.765 0.02 0.01 0.0 0.00 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% 1 0.000 0.102 0.000 6.579 0.073 0.000 2 0.000 0.010 0.197 0.0% 6.579 0.007 0.140 3 6.580 0.072 0.000 7.074 0.000 0.000 4 6.580 0.007 0.140 0.0% 7.074 0.000 0.000 5 7.075 0.070 0.000 9.672 0.059 0.000 6 7.075 0.007 0.136 0.0% 9.672 0.006 0.114 7 9.673 0.059 0.000 10.074 0.000 0.000 8 9.673 0.006 0.114 0.0% 10.074 0.000 0.000 9 10.075 0.057 0.000 12.446 0.047 0.000 10 10.075 0.006 0.110 0.0% 12.446 0.005 0.090 ii 12.447 0.046 0.000 12.764 0.000 0.000 12 12.447 0.005 0.090 0.0% 12.764 0.000 0.000 13 12.765 0.045 0.000 15.540 0.033 0.000 14 12.765 0.004 0.087 0.0% 15.540 0.003 0.064 15 15.541 0.033 0.000 15.764 0.000 0.000 16 15.541 0.003 0.064 0.0% 15.764 0.000 0.000 Red% RoofLL 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 Type PartL NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 .NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 Page 233 Fy = 50.0 ksi Red% PartL 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 Gravity Beam Design RAM Steel 15.11.00.26 RMSftucluiaISym DataBase: SSE Lateral Model 11-1-18 OCBF %Jf3enttey-Building Code: IBC Load Dist DL LL Red% Type 17 15.765 0.032 0.000 --- NonR 22.988 0.000 0.000 18 15.765 0.003 0.062 0.0% Red 22.988 0.000 0.000 1.9 0.000 0.026 0.000 --- NonR 22.943 0.026 0.000 20 0.000 0.003 0.051 0.0% Red 22.943 0.003 0.051 21 22.944 0.025 0.000 --- NonR 22.988 0.001 0.000 22 22.944 0.003 0.051 0.0% Red 22.988 0.000 0.000 23 0.000 0.026 0.000 --- NonR 22.988 0.026 0.000 SHEAR: Max Va (DL+LL) = 9.72 kips Vn/1.67 = 70.51 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 79.2 10.1 Controlling DL+LL 79.2 10.1 REACTIONS (kips): Left Right DL reaction 1.53 1.09 Max +LL reaction 8.20 7.30 Max +total reaction 9.72 8.39 DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) 11/01/18 12:55:43 Steel Code: ATSC 360-10 ASD PartL 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb Mn/0- ft kip-ft 0.0 1.00 1.67 110.28 0.0 1.00 1.67 110.28 at 11.26 ft = -0.083 L/D = 3323 at 11.38 ft = -0.700 L/D = 394 at 11.38 ft = -0.783 LID = 352 Page 234 Gravity Beam Design RAM Steel 15.:11.00.26 RAMSirutuIaISy3tem DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 iBent(ey' Building Code: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 2 Beam Number = 15 SPAN INFORMATION (ft): i-End (0.00,49.11) J-End (29.15,49.11) Beam Size (Optimum) = W21X44 Fy = 50.0 ksi Total Beam Length (ft) = 29.15 Mp (kip-ft) = 397.50 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RooffL Red% PartL 11.212 0.09 0.09 0.0 0.00 0.00 0.0 0.00 0.0 0.00 11.212 0.06 0.05 0.0 0.00 0.00 0.0 0.00 0.0 0.00 14.258 0.09 0.09 0.0 7.73 0.00 0.0 0.00 0.0 0.00 14258 0.06 0.05 0.0 0.00 0.00 0.0 0.00 0.0 0.00 16.990 0.09 0.09 0.0 6.82 0.00 0.0 0.00 0.0 0.00 16.990 0.06 0.05 0.0 0.00 0.00 0.0 0.00 0.0 0.00 20.036 0.09 0.09 0.0 0.00 0.00 0.0 0.00 0.0 0.00 20.036 0.06 0.05 0.0 0.00 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% Type PartL 1 0.000 0.118 0.000 --- NonR 0.000 10.408 0.118 0.000 0.000 2 0.000 0.011 0.228 0.0% Red 0.000 10.408 0.011 0.228 0.000 3 10.409 0.118 0.000 --- NonR 0.000 11.212 0.000 0.000 0.000 4 10.409 0.011 0.228 0.0% Red 0.000 11.212 0.000 0.000 0.000 5 11.212 0.118 0.000 --- NonR 0.000 13.455 0.118 0.000 0.000 6 11.212 0.011 0.228 0.0% Red 0.000 13.455 0.011 0.228 0.000 7 13.455 0.118 0.000 --- NonR 0.000 14.258 0.000 0.000 0.000 8 13.455 0.011 0.228 0.0% Red 0.000 14.258 0.000 0.000 0.000 9 14.259 0.118 0.000 --- NonR 0.000 16.187 0.118 0.000 0.000 10 14.259 0.011 0.228 0.0% Red 0.000 16.187 0.011 0.228 0.000 Ii 16.187 0.118 0.000 --- NonR 0.000 16.990 0.000 0.000 0.000 12 16.187 0.011 0.228 0.0% Red 0.000 16.990 0.000 0.000 0.000 13 16.991 0.118 0.000 --- NonR 0.000 19.233 0.118 0.000 0.000 14 16.991 0.011 0.228 0.0% Red 0.000 19.233 0.011 0.228 0.000 Page 235 Gravity Beam Design RAM Steel 15.11.00.26 RAM SfltiIuiaISyitin DataBase: SSE Lateral Model 11-1-18 OCBF Ieenttey Building Code: IBC 11/01/1812:55:43 Steel Code: AIISC 360-10 ASD Load Dist DL LL Red% Type PartL 15 19.234 0.118 0.000 --- NonR 0.000 20.036 0.000 0.000 0.000 16 19.234 0.011 0.228 0.0% Red 0.000 20.036 0.000 0.000 0.000 17 20.037 0.118 0.000 --- NonR 0.000 29.145 0.118 0.000 0.000 18 20.037 0.:011 0.228 0.0% Red 0.000 29.145 0.011 0.228 0.000 19 0.000 0.085 0.000 --- NonR 0.000 11.212 0.085 0.000 0.000 20 0.000 0.008 0.164 0.0% Red 0.000 11.212 0.008 0.164 0.000 21 11.212 0.000 0.000 --- NonR 0.000 11.792 0.085 0.000 0.000 22 11.212 0.000 0.000 0.0% Red 0.000 11.792 0.008 0.164 0.000 23 11.792 0.085 0.000 --- NonR 0.000 14.258 0.085 0.000 0.000 24 11.792 0.008 0.164 0.0% Red 0.000 14.258 0.008 0.164 0.000 25 14.259 0.000 0.000 --- NonR 0.000 14.838 0.085 0.000 0.000 26 14.259 0.000 0.000 0.0% Red 0.000 14.838 0.008 0.164 0.000 27 14.839 0.085 0.000 --- NonR 0.000 16.990 0.085 0.000 0.000 28 14.839 0.008 0.164 0.0% Red 0.000 16.990 0.008 0.164 0.000 29 16.991 0.000 0.000 --- NonR 0.000 17.570 0.085 0.000 0.000 30 16.991 0.000 0.000 0.0% Red 0.000 17.570 0.008 0.164 0.000 31 17.571 0.085 0.000 --- NonR 0.000 20.036 0.085 0.000 0.000 32 17.571 0.008 0.164 0.0% Red 0.000 20.036 0.008 0.164 0.000 33 20.037 0.000 0.000 --- NonR 0.000 20.616 0.085 0.000 0.000 34 20.037 0.000 0.000 0.0% Red 0.000 20.616 0.008 0.164 0.000 35 20.617 0.085 0.000 --- NonR 0.000 29.145 0.085 0.000 0.000 36 20.617 0.008 0.164 0.0% Red 0.000 29.145 0.008 0.164 0.000 37 0.000 0.044 0.000 --- NonR 0.000 Page 236 Gravity Beam Design RAM Steel 15.11.00.26 RAMShuctuIaISysm DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 %jeenney-Building Code: IBC Steel Code: AISC 360-10 ASD Load Dist DL LL Red% Type 29.145 0.044 0.000 SHEAR: Max Va (DL+LL) = 17.51 kips Vn/1.50 = 144.90 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 168.5 14.3 Controlling DL+LL 1,68.5 14.3 REACTIONS (kips): 'Left Right DL reaction 4.02 4.04 Max +LL reaction 12.51 13.47 Max +total reaction 16.52 17.51 DEFLECTIONS: Dead load (in) at 14.57 ft = -0.187 Live load (in) at 14.72 ft = -0.781 Net Total load (in) at 14.72 ft = -0.968 Lb Cb 0 Mn/0 ft ' kip-ft 0.0 1.00 1.67 238.02 0.0 1.00 1.67 238.02 LID = 1873 L/D= 448 LID = 361 PartL 0.000 Page 237 0.00 0.0 0.00 0.00 0.0 0.00 0.00 0.0 0.00 0.00 0.0 0.00 PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 MnIQ ft kip-ft 0.0 1.00 1.67 165.92 0.0 1.00 1.67 165.92 U Gravity Beam Design RAM Steel 15.11.00.26 .... Stmcfflial SyMm DataBase: SSE Lateral Model 11-1-18 OCBF 1.1/01/1812:55:43 nNIBenttey-Building Code: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 2 Beam Number = 16 SPAN INFORMATION (ft): i-End (29.15,49.11) J-End (52.03,49.11) Beam Size (User Selected) = W18X35 Fy = 50.0 ksi Total Beam Length (ft) = 22.89 Mp (kip-ft) = 277.08 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 4.520 0.04 4.520 0.03 7.520 0.04 0.00 0.0 4.46 0.00 0.0 7.520 0.03 0.00 0.0 1.94 0.00 0.0 10.210 0.04 0.00 0.0 4.46 0.00 0.0 10.210 0.03 0.00 0.0 1.94 0.00 0.0 13.210 0.04 13.210 0.03 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.203 0.000 --- NonR 22.885 0.203 0.000 2 0.000 0.020 0.392 0.0% Red 22.885 0.020 0.392 3 0.000 0.035 0.000 --- NonR 22.885 0.035 0.000 SHEAR: Max Va (DL+LL) = 15.44 kips Vn/1.50 = 106.20 kips MOMENTS: Span Cond LoadCombo Ma Center •Max + DL+LL Controlling DL+LL REACTIONS (kips): kip-ft ft 106.0 10.2 106.0 10.2 Left Right 3.12 3.06 12.32 9.44 15.44 12.50 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) at 11.44 ft = -0.114 L/D = 2402 at 11.10 ft = -0.506 L/D = 543 at 11.10ft = -0.620 L/D = 443 Page 238 Red% RoofLL Red% PartL 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.60 0.0 0.00 0.0 0.00 Type PartL NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.600 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 .NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 .NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 Page 239 Gravity Beam Design RAM Steel 15.11.00.26 RMSfluctuiaISym DataBase: SSE Lateral Model 11-1 -18 OCBF IBentLey Building Code: IBC Floor Type: Level 2 Beam Number = 17 SPAN INFORMATION (It): I-End (52.03,49.11.) Beam Size (Optimum) = W18X35 Total Beam Length (ft) = 24.30 Mp (kip-ft) = 277.08 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL 4.263 0.09 0.09 0.0 0.00 0.00 4.263 0.06 0.05 0.0 0.00 0.00 7.310 0.09 0.09 0.0 6.82 0.00 7.310 0.06 0.05 0.0 0.00 0.00 10.041 0.09 0.09 0.0 7.73 0.00 10.041 0.06 0.05 0.0 0.00 0.00 13.088 0.09 0.09 0.0 0.00 0.00 13.088 0.06 0.05 0.0 0.00 0.00 20.427 3.40 5.20 0.0 0.72 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% 1 20.427 0.000 0.000 21.268 0.043 0.000 2 20.427 0.000 0.000 0.0% 21.268 0.004 0.084 3 21.269 0.044 0.000 24.302 0.044 0.000 4 21.269 0.004 0.084 0.0% 24.302 0.004 0.084 5 0.000 0.118 0.000 4.263 0.118 0.000 6 0.000 0.011 0.228 0.0% 4.263 0.011 0.228 7 4.264 0.000 0.000 5.066 0.118 0.000 8 4.264 0.000 0.000 0.0% 5.066 0.011 0.228 9 5.067 0.118 0.000 7.309 0.118 0.000 10 5.067 0.011 0.228 0.0% 7.309 0.011 0.228 ii 7.310 0.000 0.000 8.112 0.118 0.000 12 7.310 0.000 0.000 0.0% 8.112 0.011 0.228 13 8.113 0.118 0.000 10.041 0.118 0.000 14 8.113 0.011 .0.228 0.0% 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Fy = 50.0 ksi J-End (76.33,49.11) Gravity Beam Design RAM Steel 15.11.00.26 DataBase: SSE Lateral Model 11-1-18 OCBF Benttey, Building Code: IBC Load Dist DL LL Red% Type PartL 10.041 0.011 0.228 0.000 15 10.042 0.000 0.000 --- NonR 0.000 10.844 0.118 0.000 0.000 16 10.042 0.000 0.000 0.0% Red 0.000 10.844 0.011 0.228 0.000 17 10.845 0..118 0.000 --- NonR 0.000 13.087 0.118 0.000 0.000 18 10.845 0.011 0.228 0.0% Red 0.000 13.087 0.011 0.228 0.000 19 13.088 0.000 0.000 --- NonR 0.000 13.891 0.118 0.000 0.000 20 13.088 0.000 0.000 0.0% Red 0.000 13.891 0.011 0.228 0.000 21 13.891 0.118 0.000 --- NonR 0.000 20.427 0.118 0.000 0.000 22 13.891 0.011 0.228 0.0% Red 0.000 20.427 0.011 0.228 0.000 23 0.000 0.085 0.000 --- NonR 0.000 3.683 0.085 0.000 0.000 24 0.000 0.008 0.164 0.0% Red 0.000 3.683 0008 0.164 0.000 25 3.684 0.085 0.000 --- NonR 0.000 4.263 0.000 0.000 0.000 26 3.684 0.008 0.1.64 0.0% Red 0.000 4.263 0.000 0.000 0.000 27 4.264 0.085 0.000 --- NonR 0.000 6.729 0.085 0.000 0.000 28 4.264 0.008 0.164 0.0% Red 0.000 6.729 0.008 0.164 0.000 29 6.730 0.085 0.000 --- NonR 0.000 7.309 0.000 0.000 0.000 30 6.730 0.008 0.164 0.0% Red 0.000 7.309 0.000 0.000 0.000 31 7.310 0.085 0.000 --- NonR 0.000 9.461 0.085 0.000 . 0.000 32 7.310 0.008 0.164 0.0% Red 0.000 9.461 0.008 0.164 0.000 33 9.462 0.085 0.000 --- NonR 0.000 10.041 0.000 0.000 0.000 34 9.462 0.008 0.164 0.0% Red 0.000 10.041 0.000 0.000 0.000 35 10.042 0.085 0.000 --- NonR 0.000 12.507 0.085 0.000 0.000 36 10.042 0.008 0.164 0.0% Red 0.000 12.507 0.008 0.164 0.000 11/01/18 1.2:55:43 Steel Code: AISC 360-10 ASD Page 240 11/01/18 12:55:43 Steel Code: ATSC 360-10 ASD PartL 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 0 Mn/K ft kip-ft 0.0 1.00 1.67 1.65.92 0.0 1.00 1.67 165.92 Gravity Beam Design RAM Steel 15.11.00.26 RAMStzuctuiaISym DataBase: SSE Lateral Model 11-1-18 OCBF Benttey' Building Code: IBC Load Dist DL LL Red% Type 37 12.508 0.085 0.000 --- NonR 13.087 0.000 0.000 38 12.508 0.008 0.164 0.0% Red 13.087 0.000 0.000 39 13.088 0.085 0.000 --- NonR 24.302 0.085 0.000 40 13.088 0.008 0.164 0.0% Red 24.302 0.008 0.164 41 0.000 0.035 0.000 --- NonR 24.302 0.035 0.000 SHEAR: Max Va (DL+LL) = 20.22 kips Vn/1.50 = 106.20 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 136.7 10.0 Controlling DL+LL 136.7 10.0 REACTIONS (kips): Left Right DL reaction 3.83 5.78 Max +LL reaction 14.96 14.44 Max +total reaction 18.79 20.22 DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) at 12.52 ft = -0.197 L/D = 1481 at 11.91 ft = -0.747 L/D = 391 at 11.91 ft = -0.943 LID = 309 Page 241 U Gravity Beam Design RAM Steel 15.11.00.26 flMSfl.iuraISyin DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/1812:55:43 !IBentLey Building Code: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 2 Beam Number = 19 SPAN INFORMATION (ft): I-End (29.15,45.83) J-End (52.03,45.83) Beam Size (User Selected) = W18X35 Fy = 50.0 ksi Total Beam Length (ft) = 22.89 Mp (kip-ft) = 277.08 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 4.520 0.03 7.520 0.03 0.00 0.0 6.56 0.00 0.0 10.210 0.03 0.00 0.0 6.56 0.00 0.0 13.210 0.03 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1. 0.000 0.085 0.000 --- NonR 22.885 0.085 0.000 2 0.000 0.008 0.164 0.0% Red 22.885 0.008 0.164 3 0.000 0.026 0.000 --- NonR 22.377 0.026 0.000 4 0.000 0.003 0.051 0.0% Red 22.377 0.003 0.051 5 22.378 0.026 0.000 --- NonR 22.885 0.000 0.000 6 22.378 0.003 0.051 0.0% Red 22.885 0.000 0.000 7 0.000 0.035 0.000 --- NonR 22.885 0.035 0.000 SHEAR: Max Va (DL+LL) = 12.37 kips Vn/1.50 = 106.20 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft 89.0 10.2 89.0 10.2 Left Right 1.87 1.84 10.50 7.53 12.37 9.37 at 11.44 ft = -0.068 at 10.99 ft = -0.441 at 10.99 ft = -0.509 Center Max + DL+LL Controlling DL+LL REACTIONS (kips): DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Lb Cb 0 Mn/Q ft kip-ft 0.0 1.00 1.67 165.92 0.0 1.00 1.67 165.92 L/D= 4012 L/D = 623 LID= 539 Page 242 PartL 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Gravity Beam Design RAM Steel 15.11.00.26 RAMSiructwaISpm DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 %113enttey-Building Code: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 2 Beam Number = 20 SPAN INFORMATION (ft): I-End (52.03,45.83) Beam Size (User Selected) = W18X35 Total Beam Length (ft) = 24.30 Mp (kip-ft) = 277.08 POINT LOADS (kips): J-End (76.33,45.83) Fy = 50.0 ksi Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 3.683 0.06 0.05 0.0 0.00 0.00 3.683 0.02 0.01 0.0 0.00 0.00 6.730 0.06 0.05 0.0 0.00 0.00 6.730 0.02 0.01 0.0 2.54 0.00 9.461 0.06 0.05 0.0 0.00 0.00 9.461 0.03 0.02 0.0 2.05 0.00 12.508 0.06 0.05 0.0 0.00 0.00 12.508 0.04 0.03 0.0 0.00 0.00 LINE LOADS (k/ft): Load Dist DL LL Red% 1 0.000 0.085 0.000 3.683 0.085 0.000 2 0.000 0.008 0.164 0.0% 3.683 0.008 0.164 3 3.684 0.000 0.000 4.263 0.085 0.000 4 3.684 0.000 0.000 0.0% 4.263 0.008 0.164 5 4.264 0.085 0.000 6.729 0.085 0.000 6 4.264 0.008 0.164 0.0% 6.729 0.008 0.164 7 6.730 0.000 0.000 7.309 0.085 0.000 8 6.730 0.000 0.000 0.0% 7.309 0.008 0.164 9 7.310 0.085 0.000 9.461 0.085 0.000 10 7.310 0.008 0.164 0.0% 9.461 0.008 0.164 11 9.462 0.000 0.000 10.041 0.085 0.000 12 9.462 0.000 0.000 0.0% 10.041 0.008 0.164 13 10.042 0.085 0.000 12.507 0.085 0.000 14 10.042 0.008 0.164 0.0% 12.507 0.008 0.164 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 Type PartL NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 Page 243 U Gravity Beam Design RAM. Steel 15.11.00.26 RAMStzuluiaISyim DataBase: SSE Lateral Model 11-1-18 OCBIF Ieenttey, Building Code: IBC 11/01/181.2:55:43 Steel Code: Ai1SC 360-10 ASD Load Dist DL LL Red% Type PartL 15 12.508 0.000 0.000 --- NonR 0.000 13.087 0.085 0.000 0.000 16 12.508 0.000 0.000 0.0% Red 0.000 13.087 0.008 0.164 0.000 17 13.088 0.085 0.000 --- NonR 0.000 24.302 0.085 0.000 0.000 18 13.088 0.008 0.164 0.0% Red 0.000 24.302 0.008 0.164 0.000 19 0.000 0.017 0.000 --- NonR 0.000 3.462 0.032 0.000 0.000 20 0.000 0.002 0.032 0.0% Red 0.000 3.462 0.003 0.063 0.000 21 3.463 0.032 0.000 --- NonR 0.000 3.683 0.000 0.000 0.000 22 3.463 0.003 0.063 0.0% Red 0.000 3.683 0.000 0.000 0.000 23 3.684 0.033 0.000 --- NonR 0.000 6.416 0.046 0.000 0.000 24 3.684 0.003 0.065 0.0% Red 0.000 6.416 0.004 0.089 0.000 25 6.417 0.046 0.000 --- NonR 0.000 6.729 0.000 0.000 0.000 26 6.417 0.004 0.089 0.0% Red 0.000 6.729 0.000 0.000 0.000 27 6.730 0.047 0.000 --- NonR 0.000 9.066 0.058 0.000 0.000 28 6.730 0.005 0.092 0.0% Red 0.000 9.066 0.006 0.112 0.000 29 9.067 0.058 0.000 --- Non'R 0.000 9.461 0.000 0.000 0.000 30 9.067 0.006 0.112 0.0% Red 0.000 9.461 0.000 0.000 0.000 31 9.462 0.060 0.000 --- NonR 0.000 12.020 0.071 0.000 0.000 32 9.462 0.006 0.116 0.0% Red 0.000 12.020 0.007 0.138 0.000 33 12.021 0.071 0.000 --- NonR 0.000 12.507 0.000 0.000 0.000 34 12.021 0.007 0.138 0.0% Red 0.000 12.507 0.000 0.000 0.000 35 12.508 0.074 0.000 --- NonR 0.000 18.989 0.103 0.000 0.000 36 12.508 0.007 0.142 0.0% Red 0.000 18.989 0.010 0.200 0.000 37 18.990 0.103 0.000 --- NonR 0.000 Page 244 Gravity Beam Design RAM Steel 15.11.00.26 RAMSUuctuzaISym DataBase: SSE Lateral Model 11-1-18 OCBF IBenttey Building Code: IBC Load IDist DL LL Red% Type 24.302 0.103 0.000 38 18.990 0.010 0.200 0.0% Red 24.302 0.010 0.200 39 0.000 0.035 0.000 --- NonR 24.302 0.035 0.000 SHEAR: Max Va (DL+LL) = 8.73 kips Vn/1..50 = 106.20 kips MOMENTS: Span Cond LoadCombo Ma kip-ft ft Center Max + DL+LL 58.0 9.7 Controlling DL+LL 58.0 9.7 REACTIONS (kips): Left Right DL reaction 2.39 2.77 Max +LL reaction 6.34 5.51 Max +total reaction 8.73 8.28 DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD PartL 0.000 0.000 0.000 0.000 0.000 Lb Cb Mn/f ft kip-ft 0.0 1.00 1.67 165.92 0.0 1:00 1.67 165.92 at 12.27 ft = -0.115 L/D = 2540 at 11.91 ft = -0.293 L/D = 994 at 11.91 ft = -0.408 LID = 715 Page 245 U Gravity Beam Design RAM Steel 15.11.00.26 RAM StructwaISyitm DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/1812:55:43 'IBenttey, Building Code: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 2 Beam Number = 24 SPAN INFORMATION (It): I-End (47.19,105.89) J-End (76.33,105.89) Beam Size (Optimum) = W21X44 Fy = 50.0 ksi Total Beam Length (ft) = 29.15 Mp (kip-ft) = 397.50 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 9.107 0.06 0.05 0.0 0.00 0.00 0.0 0.00 0.0 0.00 9.107 0.09 0.09 0.0 0.00 0.00 0.0 0.00 0.0 0.00 12.153 0.06 0.05 0.0 0.00 0.00 0.0 0.00 0.0 0.00 12.153 0.09 0.09 0.0 7.73 0.00 0.0 0.00 0.0 0.00 14.885 0.06 0.05 0.0 0.00 0.00 0.0 0.00 0.0 0.00 14.885 0.09 0.09 0.0 6.82 0.00 0.0 0.00 0.0 0.00 17.932 0.06 0.05 0.0 0.00 0.00 0.0 0.00 0.0 0.00 17.932 0.09 0.09 0.0 0.00 0.00 0.0 0.00 0.0 0.00 25.271 4.12 6.29 0.0 0.86 0.00 0.0 0.00 0.0 0.00 LINE LOADS (k/It): Load Dist DL LL Red% Type PartL 1 0.000 0.085 0.000 --- NonR 0.000 9.107 0.085 0.000 0.000 2 0.000 0.008 0.164 0.0% Red 0.000 9.107 0.008 0.164 0.000 3 9.107 0.000 0.000 --- NonR 0.000 9.687 0.085 0.000 0.000 4 9.107 0.000 0.000 0.0% 'Red 0.000 9.687 0.008 0.164 0.000 5 9.688 0.085 0.000 --- NonR 0.000 12.153 0.085 0.000 0.000 6 9.688 0.008 0.164 0.0% Red 0.000 12.153 0.008 0.164 0.000 7 '12.154 0.000 0.000 --- NonR 0.000 12.733 0.085 0.000 0.000 8 12.154 0.000 0.000 0.0% Red 0.000 12.733 0.008 0.164 0.000 9 12.734 0.085 0.000 --- NonR 0.000 14.885 0.085 0.000 0.000 10 12.734 0.008 0.164 0.0% Red 0.000 14.885 0.008 0.164 0.000 11 14.886 0.000 0.000 --- NonR 0.000 15.465 0.085 0.000 0.000 12 14.886 0.000 0.000 0.0% Red 0.000 15.465 0.008 0.164 0.000 13 15.466 0.085 0.000 --- NonR 0.000 17.931 0.085 0.000 0.000 14 15.466 0.008 0.164 0.0% Red 0.000 Page 246 Gravity Beam Design RAM Steel 15.11.00.26 RMSUuctuIISy5tem DataBase: SSE Lateral Model 11-1-18 OCBF %113enttew Building Code: IBC Load Dist DL LL Red% Type PartL 17.931 0.008 0.164 0.000 15 17.932 0.000 0.000 --- NonR 0.000 18.511 0.085 0.000 0.000 16 17.932 0.000 0.000 0.0% Red 0.000 18.511. 0.008 0.164 0.000 17 18.512 0.085 0.000 --- NonR 0.000 29.145 0.085 0.000 0.000 18 18.512 0.008 0.164 0.0% Red 0.000 29.145 0.008 0.164 0.000 19 25.271 0.000 0.000 --- NonR 0.000 26.112 0.;043 0.000 0.000 20 25.271 0.000 0.000 0.0% Red 0.000 26.112 0.004 0.084 0.000 21 26.113 0.044 0.000 --- NonR 0.000 29.145 0.044 0.000 0.000 22 26.113 0.004 0.084 0.0% Red 0.000 29.145 0.004 0.084 0.000 23 0.000 0.118 0.000 --- NonR 0.000 8.303 0.118 0.000 0.000 24 0.000 0.011 0.228 0.0% Red 0.000 8.303 0.011 0.228 0.000 25 8.304 0.118 0.000 --- NonR 0.000 9.107 0000 0.000 0.000 26 8.304 01.01 1 0.228 0.0% Red 0.000 9.107 0.000 0.000 0.000 27 9.107 0.118 0.000 -- NonR 0.000 11.350 0.118 0.000 0.000 28 9.107 0.011 0.228 0.0% Red 0.000 11.350 0.01.1 0.228 0.000 29 11.351 0.118 0.000 --- NonR 0.000 12.153 0.000 0.000 0.000 30 11.351 0.011 0.228 0.0% Red 0.000 12.153 0.000 0.000 0.000 31 12.154 0.118 0.000 --- NonR 0.000 14.082 0.118 0.000 0.000 32 12.154 0.011 0.228 0.0% Red 0.000 14.082 0.011 0.228 0.000 33 14.082 0.118 0.000 --- NonR 0.000 14.885 0.000 0.000 0.000 34 14.082 0.011 0.228 0.0% Red 0.000 14.885 0.000 0.000 0.000 35 14.886 0.118 0.000 --- NonR 0.000 17.128 0.118 0.000 0.000 36 14.886 0.011 0.228 0.0% Red 0.000 17.128 0.011 0.228 0.000 11/01/18 12:55:43 Steel Code: AISC 360-10 ASD Page 247 Gravity Beam Design RAM Steel 15.11.00.26 RAM SIm.nualSyztem DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 IBenttey, Building Code: IBC Steel Code: AISC 360-10 ASD Load Dist DL LL Red% Type 37 17.129 0.118 0.000 --- NonR 17.931 0.000 0.000 38 17.129 0.011 0.228 0.0% Red 17.931, 0.000 0.000 39 17.932 0.118 0.000 --- NonR 25.270 0.118 0.000 40 17.932 0.011 0.228 0.0% Red 25.270 0.011 0.228 41 0.000 0.044 0.000 --- NonR 29.145 0.044 0.000 SHEAR: Max Va (DL+LL) = 25.35 kips Vn/1.50 = 144.90 kips MOMENTS: Span Cond LoadCombo Ma Center Max + DL+LL Controlling DL+LL REACTIONS (kips): kip-ft ft 188.6 14.9 188.6 14.9 PartL 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb 92 ft kip-ft 0.0 1.00 1.67 238.02 0.0 1.00 1.67 238.02 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 4.56 7.28 14.47 18.07 19.03 25.35 at 15.01 ft = -0.243 L/D = 1440 at 14.72 ft = -0.877 L/D = 399 at 14.72 ft = -1.119 L/D = 312 Page 248 U Gravity Beam Design RAM Steel 15.11.00.26 RAMSIructwaISy5tm DataBase: SSE Lateral Model 11-1-18 OCBF 11/01/18 12:55:43 %Ji3enttey.Building Code: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 2 Beam Number =25 SPAN INFORMATION (ft): 1-End (24.30,105.89) J-End (47.19,105.89) Beam Size (User Selected) = W18X35 Fy = 50.0 ksi Total Beam Length (ft) = 22.89 Mp (kip-ft) = 217.08 POINT LOADS (kips): Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 9.363 0.03 9.363 0.04 12.363 0.03 0.00 0.0 1.94 0.00 0.0 12.363 0.04 0.00 0.0 4.46 0.00 0.0 15.054 0.03 0.00 0.0 1.94 0.00 0.0 15.054 0.04 0.00 0.0 4.46 0.00 0.0 18.054 0.03 18.054 0.04 LINE LOADS (k/ft): Load Dist DL LL Red% Type 1 0.000 0.203 0.000 --- NonR 22.885 0.203 0.000 2 0.000 0.020 0.392 0.0% Red 22.885 0.020 0.392 3 0.000 0.035 0.000 --- NonR 22.885 0.035 0.000 SHEAR: Max Va (DL+LL) = 15.26 kips Vn/1.50 = 106.20 kips MOMENTS: Span Cond LoadCombo Ma Center Max + DL+LL Controlling D.L+LL REACTIONS (kips): kip-ft ft 106.9 12.4 106.9 12.4 0.00 0.0 0.00 0.00 0.0 0.00 0.00 0.0 0.00 0.00 0.0 0.00 PartL 0.000 0.000 0.000 0.000 0.000 0.000 Lb Cb, Mn/1 ft kip-ft 0.0 1.00 1.67 165.92 0.0 1.00 1.67 165.92 DL reaction Max +LL reaction Max +total reaction DEFLECTIONS: Dead load (in) Live load (in) Net Total load (in) Left Right 3.06 3.11 9.62 12.15 12.68 15.26 at 11.44 ft = -0.114 L/D = 2400 at 11.79 ft = -0.511 L/D = 537 at 11.79 ft = -0.625 L/D = 439 Page 249 Gravity Beam Design RAM Steel 15.11.00.26 MS1waISym DataBase: SSE Lateral Model il -i -I 8 OCBiF 11/01/18 12:55:43 Bent(ey' Building Code: IBC Steel Code: AISC 360-10 ASD Floor Type: Level 2 Beam Number = 26 SPAN INFORMATION (It): I-End (0.00,105.89) Beam Size (Optimum) = W18X35 Total Beam Length (It) = 24.30 Mp (kip-ft) = 277.08 POINT LOADS (kips): J-End (24.30,105.89) Fy = 50.0 ksi Dist DL RedLL Red% NonRLL StorLL Red% RoofLL Red% PartL 11.212 0.06 0.05 0.0 0.00 0.00 11.212 0.09 0.09 0.0 0.00 0.00 14.258 0.06 0.05 0.0 0.00 0.00 14.258 0.09 0.09 0.0 7.73 0.00 16.990 0.06 0.05 0.0 0.00 0.00 16.990 0.09 0.09 0.0 6.82 0.00 20.036 0.06 0.05 0.0 0.00 0.00 20.036 0.09 0.09 0.0 0.00 0.00 LINE LOADS (k/It): Load Dist DL LL Red% 1 0.000 0.085 0.000 11.212 0.085 0.000 2 0.000 0.008 0.164 0.0% 11.212 0.008 0.164 3 11.212 0.000 0.000 11.792 0.085 0.000 4 11.212 0.000 0.000 0.0% 11.792 0.008 0.164 5 11.792 0.085 0.000 14.258 0.085 0.000 6 11.792 0.008 0.164 0.0% 14.258 0.008 0.164 7 14.259 0.000 0.000 14.838 0.085 0.000 8 14.259 0.000 0.000 0.0% 14.838 0.008 0.164 9 14.839 0.085 0.000 16.990 0.085 0.000 10 14.839 0.008 0.164 0.0% 16.990 0.008 0.164 11 16.991 0.000 0.000 17.570 0.085 0.000 12 16.991 0.000 0.000 0.0% 17.570 0.008 0.164 13 17.571 0.085 0.000 20.036 0.085 0.000 14 17.571 0.008 0.164 0.0% 20.036 0.008 0.164 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 Type PartL NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 NonR 0.000 0.000 Red 0.000 0.000 Page 250