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CT 11-04; Quarry Creek; Bridge Design Supp Structural Calculations; 2015-01-28
Bridge Design Supplemental Structural Calculations Quarry Creek Bridge C\ 11^04 Prepared for: City of Carlsbad January 28, 2015 TYLI Job Number: 700963 RECEIVED APR 0 9 2015 LAND DEVELOPMENT ENGINEERING TYLININTERNATIONAL Quarry Creek Bridge Table of Contents Middle Segment Temporary Stress (Comment 1) 3 Effect of Duct on Shear Capacity (Comment 7) 4 Pushover and Dynamic Output from SAP2000 (Comment 12) 7 Updated Seismic Calculations (Comment 13) 113 Water and Sewer Calculations with Sketches (Comment 33) 123 TYLININTERNATIONAL TYLI W INTERNATIONAL Quarry Creek Bridge JH 1/15 Middle Segment M max = IM qg 1^^2/8 = 3,552 k-ft L = 121 ft IM = 1.5 Fb - M/Sg = -193 ksf Ft = M/Sgt = 245 ksf N Y NY Top Row 0 81.5 0 Bottom Row 18 3.5 63 Total 18 63 X bar = i;N Y/IN = 3.5 inches 0.29 ft Pf = N Aps fpe = 654 kip Aps = 0.217 in2 fpe = 168 ksi Working e = Yb-Ybar = 2.79 ft Fb - Pf (1/A + e/Sgb) = 175.1 ksf Bottom fi Ft-Pf (l/A-e/Sgt) = -50.2 ksf Top fiber Max Positive Fbt--17.9 ksf Ftt = 52.9 ksf Max Negative Fbt = 175.1 ksf Ftt = -50.2 ksf Number of Vehicular Live Load lanes LRFD 4.6.2.2 Flexure Interior Girder Span 1 Span 2 s = 12 12 ft 1 = 51 183 ft b = 8 8 in t = 8.5 8.5 in h = 94.5 94.5 in g = No. of lanes loaded per girder n= 1.5 1.5 eg = (h + t)/2 = 53.24 53.24 in Kg = n(l + A eg'^2) = 7,046,169 7,046,169 in4 A = bh= 1242 1242 in2 I = (b h^3)/12 - 1,177,000 1,177,000 in4 Positive bending g = 0.06 + (s/l4)'^0.4(S/L)'^0.3(Kg/i2Lt'^3)'^0.l = 0.877 0.550 One lane loaded : = 0.075 + (s/9.5)'^o.6{s/L)'^o.2(Kg/i2Lt'^3)'^o.i = 1.230 0.862 Two lanes loaded TYLININTERNATIONAL Final Nominal Shear Capacity with P/T Duct Removal Quarry Creek Bridge PT Duct Effect on Shear Capacity 2015-01-28 bw- 8 Dd- 4 bv = bw - Dd/4 = 7 dv- 73.6 (t)Vn - n (|) (0.25 fc bv dv + Vp) = 4,173 n - 4 (|)= 0.9 fc- 9 in in in in kip ksi LRFD Article 5.8.2.9 number of webs - full width design a = bv/bw 0.875 Dist (ft) As req from CT Bridge Vc Vs Vu Per plan s As prov P (Asp/Asr) a Vc pVs (|)Vn (j)Vn mx 0 0.61 828 526 1,194 4 7.44 12.20 725 6,419 6,430 4,173 5.1 0.67 828 582 1,277 6 4.96 7.40 725 4,309 4,531 4,173 10.2 0.69 828 597 1,363 6 4.96 7.19 725 4,291 4,515 4,173 15.3 1 634 806 1,454 12 2.48 2.48 555 1,999 2,298 4,173 20.4 1.02 634 820 1,545 12 2.48 2.43 555 1,994 2,295 4,173 25.5 1.08 634 867 1,665 12 2.48 2.30 555 1,991 2,292 4,173 30.6 1.18 634 950 1,818 12 2.48 2.10 555 1,996 2,296 4,173 35.7 1.57 556 1,026 1,872 6 4.96 3.16 487 3,240 3,354 4,173 40.8 2.31 522 1,334 1,977 3.5 8.50 3.68 457 4,910 4,830 4,173 45.9 3.7 502 2,067 2,463 3.5 8.50 2.30 439 4,750 4,670 4,173 51 4.73 473 2,390 2,585 3.5 8.50 1.80 414 4,295 4,238 4,173 51 7.66 351 3,758 3,719 3.5 8.50 1.11 307 4,171 4,030 4,173 69.3 2.75 550 1,965 3,065 6 4.96 1.80 481 3,545 3,623 4,173 87.6 1.87 580 1,420 2,402 6 4.96 2.65 507 3,766 3,846 4,173 105.9 1.26 588 906 1,741 12 2.48 1.97 514 1,782 2,067 4,173 124.2 1.02 497 524 1,113 12 2.48 2.43 435 1,274 1,538 4,173 142.5 0.61 560 367 545 12 2.48 4.07 490 1,492 1,783 4,173 TYLININTERNATIONAL Quarry Creek Bridge PT Duct Effect on Shear Capacity 2015-01-28 5,000 4,500 1,500 1,000 500 phi Vn max —I— 50 100 150 Distance (ft) Temporary (Crane Loading) Nominal Shear Capacity with P/T Duct Removal bw = Sin Dd = 4 in bv = bw - Dd/2 = 6 in dv = 73.6 in (t)Vn = n (j) (0.25 fc bv dv + Vp) = 894 kip n = 1 (t)= 0.9 fc = 9 ksi LRFD Article 5.8.2.9 Per girder TYLININTERNATIONAL Quarry Creek Bridge PT Duct Effect on Shear Capacity a = bv/bw = 2015-01-28 0.75 from prior analysis Per plan Coord (ft) As req Vc Vs requ Vu s As prov p (Asp/Asr) a Vc pVs (t)Vn (t)Vn mx 0 1.24 112 458 513 4 1.86 1.50 84 688 695 894 5.1 1.01 112 374 437 6 1.24 1.23 84 459 489 894 10.2 0.78 112 290 362 6 1.24 1.58 84 459 489 894 15.3 0.56 112 206 286 12 0.62 1.11 84 229 282 894 20.4 0.33 112 122 211 12 0.62 1.88 84 229 282 894 25.5 0.01 112 5 105 12 0.62 45.53 84 229 282 894 30.6 0.51 112 187 270 12 0.62 1.22 84 229 282 894 35.7 0.73 112 271 345 6 1.24 1.69 84 459 489 894 40.8 0.96 112 355 421 3.5 2.13 2.21 84 787 783 894 45.9 1.19 112 439 496 3.5 2.13 1.79 84 787 783 894 51 1.41 112 523 572 3.5 2.13 1.50 84 787 783 894 51 2.11 112 781 803 3.5 2.13 1.01 84 787 783 894 69.3 0.31 112 60 26 6 1.24 4.00 84 240 292 894 Note: {j)Vn/Vu = 1.025 at CL support. OK. 10 20 30 40 50 Distance (ft) 60 70 80 /flP2000 License #2B585 SAP2000 Analysis Report Prepared by TYLI / R&B / L&B Model Name: QCB - Seismic - V5.3.SDB 28 January 2015 QCB - Seismic - V5.3.SDB SAP2000 v14.2.5 - License #28585 Contents 28 January 2015 Contents 1. Model geometry 4 1.1. Joint coordinates 4 1.2. Joint restraints 5 1.3. Element connectivity 5 2. Material properties 7 3. Section properties 7 3.1. Frames 8 4. Load patterns 9 4.1. Definitions 9 5. Load cases 9 5.1. Definitions 10 5.2. Static case load assignments 10 5.3. Response spectrum case load assignments 10 6. Load combinations 11 7. Structure results 12 7.1. Mass summary 12 7.2. Modal results 13 7.3. Base reactions 13 8. Joint results 13 9. Frame results 16 10. Material take-off 38 11. Design preferences 39 11.1. Steel design 39 11.2. Concrete design 39 11.3. Aluminum design 40 11.4. Cold formed design 40 12. Design overwrites 40 12.1. Concrete design 40 List of Figures Figure 1: Finite element model 4 Figure 2: Deformed shape 12 List of Tables Table 1 Table 2 Table 3 Table 4 Table 5 Table 6 Table 7 Table 8 Table 9 Table 9 Table 9 Table 9 Joint Coordinates 4 Joint Restraint Assignments 5 Connectivity - Frame 5 Frame Section Assignments 6 Material Properties 02 - Basic Mechanical Properties 7 Material Properties 03a - Steel Data 7 Material Properties 03b - Concrete Data 7 Material Properties 03e - Rebar Data 7 Frame Section Properties 01 - General, Part 1 of 4 8 Frame Section Properties 01 - General, Part 2 of 4 8 Frame Section Properties 01 - General, Part 3 of 4 8 Frame Section Properties 01 - General, Part 4 of 4 8 Table 10: Frame Section Properties 02 - Concrete Column, Part 1 of 2 9 Table 10: Frame Section Properties 02 - Concrete Column, Part 2 of 2 9 TYLI / R&B / L&B Page 2 of 41 QCB - Seismic • List of Tables V5.3.SDB SAP2000 vl 4.2.5 - License #2B585 28 January 2015 Table 11 Table 12 Table 13 Table 14 Table 15 Table 16 Table 17 Table 18 Table 19 Table 20 Table 21 Table 22 Table 23 Table 23 Table 24 Table 25 Table 25 Table 26 Table 26 Table 27 Table 28 Table 29 Table 29 Load Pattern Definitions 9 Load Case Definitions 10 Case - Static 1 - Load Assignments 10 Case - Response Spectrum 1 - General 10 Case - Response Spectrum 2 - Load Assignments 10 Function - Response Spectrum - User 11 Combination Definitions 11 Assembled Joint Masses 12 Modal Participating Mass Ratios 13 Base Reactions 13 Joint Displacements 14 Joint Reactions 16 Element Forces - Frames, Part 1 of 2 16 Element Forces - Frames, Part 2 of 2 27 Material List 2 - By Section Property 39 Preferences - Steel Design - AISC-LRFD93, Part 1 of 2 39 Preferences - Steel Design - AISC-LRFD93, Part 2 of 2 39 Preferences - Concrete Design - ACI 318-05/IBC2003, Part 1 of 2 39 Preferences - Concrete Design - ACI 318-05/IBC2003, Part 2 of 2 40 Preferences - Aluminum Design - AA-ASD 2000 40 Preferences - Cold Formed Design - AISI-ASD96 40 Overwrites - Concrete Design - ACI 318-05/IBC2003, Part 1 of 2 40 Overwrites - Concrete Design - ACI 318-05/IBC2003, Part 2 of 2 41 TYLI / R&B / L&B Page 3 of 41 QCB - Seismic - V5.3.SDB SAP2000 v14.2.5 - License #28585 1. Model geometry 28 January 2015 1. Model geometry This section provides model geometry information, including items such as joint coordinates, joint restraints, and element connectivity. Figure 1: Finite element model 1.1. Joint coordinates Table 1: Joint Coordinates Table 1: Joint Coordinates Joint CoordSys CoordType GlobalX GlobalY GlobalZ in in in 1 GLOBAL Cartesian 0.000 0.000 0.000 2 GLOBAL Cartesian 156.750 0.000 1.567 3 GLOBAL Cartesian 313.500 0.000 3.136 4 GLOBAL Cartesian 470.250 0.000 4.703 5 GLOBAL Cartesian 603.000 0.000 6.030 6 GLOBAL Cartesian 627.000 0.000 6.270 7 GLOBAL Cartesian 651.000 0.000 6.510 8 GLOBAL Cartesian 1176.000 0.000 11.760 9 GLOBAL Cartesian 1725.000 0.000 17.250 10 GLOBAL Cartesian 2274.000 0.000 22.740 11 GLOBAL Cartesian 2799.000 0.000 27.990 12 GLOBAL Cartesian 2823.000 0.000 28.230 13 GLOBAL Cartesian 2847.000 0.000 28.470 14 GLOBAL Cartesian 2979.750 0.000 29.797 15 GLOBAL Cartesian 3136.500 0.000 31.366 16 GLOBAL Cartesian 3293.250 0.000 32.933 17 GLOBAL Cartesian 3450.000 0.000 34.500 18 GLOBAL Cartesian 627.000 0.000 -57.930 19 GLOBAL Cartesian 627.000 0.000 -176.063 20 GLOBAL Cartesian 627.000 0.000 -294.197 21 GLOBAL Cartesian 627.000 0.000 -412.330 TYLI / R&B / L&B 10 Page 4 of 41 QCB - Seismic - V5.3.SDB 1. Model geometry SAP2000 vl 4.2.5 - License #2B585 28 January 2015 Tablet: Joint Coordinates Joint CoordSys CoordType GlobalX GlobalY GlobalZ in in in 22 23 24 25 GLOBAL GLOBAL GLOBAL GLOBAL Cartesian Cartesian Cartesian Cartesian 2823.000 2823.000 2823.000 2823.000 0.000 0.000 0.000 0.000 -35.970 -165.424 -294.877 -424.330 1.2. Joint restraints Table 2: Joint Restraint Assignments Joint U1 Table 2: U2 Joint Restraint Assignments Joint U1 Table 2: U2 U3 Rl R2 R3 1 No No Yes No No No 17 No No Yes No No No 21 Yes Yes Yes No No No 25 Yes Yes Yes No No No 1.3. Element connectivity Table 3: Connectivity - Frame Table 3: Connectivity - Frame Frante JolntI JointJ Length in 1 1 2 156.758 2 2 3 156.758 3 3 4 156.758 4 4 5 132.757 5 5 6 24.001 6 6 7 24.001 7 7 8 525.026 8 8 9 549.027 9 9 10 549.027 10 10 11 525.026 11 11 12 24.001 12 12 13 24.001 13 13 14 132.757 14 14 15 156.758 15 15 16 156.758 16 16 17 156.758 17 6 18 64.200 18 18 19 118.133 19 19 20 118.134 20 20 21 118.133 21 12 22 64.200 22 22 23 129.454 23 23 24 129.454 TYLI / R&B / L&B 11 Page 5 of 41 QCB - Seismic - V5.3.SDB 1. Model geometry Frame 24 Table 3: Connectivity - Frame JointI JolntJ Length in 24 25 129.452 SAP2000 vl4.2.5 - License #2B585 28 January 2015 Table 4: Frame Section Assignments Table 4: Frame Section Assignments Frame AnalSect DesignSect MatProp 1 Decl< and Girders N.A. Default 2 Decl< and Girders N.A. Default 3 Decl< and Girders N.A. Default 4 Decl< and Girders N.A. Default 5 Decl< and Girders N.A. Default 6 Deck and Girders N.A. Default 7 Decl< and Girders N.A. Default 8 Decl< and Girders N.A. Default 9 Decl< and Girders N.A. Default 10 Decl< and Girders N.A. Default 11 Decl< and Girders N.A. Default 12 Decl^ and Girders N.A. Default 13 Decl< and Girders N.A. Default 14 Deck and Girders N.A. Default 15 Decl< and Girders N.A. Default 16 Decl< and Girders N.A. Default 17 Pier Wall Rigid Link - P2 N.A. Default 18 Pier Wall-P2 Pier Wall-P2 Default 19 Pier Wall-P2 Pier Wall-P2 Default 20 Pier Wall - P2 Pier Wall - P2 Default 21 Pier Wall Rigid Link - P2 N.A. Default 22 Pier Wall-P2 Pier Wall-P2 Default 23 Pier Wall - P2 Pier Wall-P2 Default 24 Pier Wall-P2 PierWall-P2 Default TYLI / R&B / L&B 12 Page 6 of 41 QCB - Seismic - V5.3.SDB 2. Material properties 2. IVlaterial properties This section provides material property information for materials used in the model. Table 5: Material Properties 02 - Basic Mechanical Properties Table 5: Material Properties 02 - Basic Mechanical Properties SAP2000 vl4.2.5 - License #26585 28 January 2015 Material UnitWelght UnltMass El G12 U12 A1 Kip/inS Kip-s2/in4 Klp/in2 Kip/in2 1/F 4000Psi 8.6806E-05 2.2483E-07 3604.997 1502.082 0.200000 5.5000E-06 A615Gr60 2.8356E-04 7.3446E-07 29000.000 6.5000E-06 A992Fy50 2.8356E-04 7.3446E-07 29000.000 11153.846 0.300000 6.5000E-06 Expected 8.6806E-05 2.2483E-07 4030.509 1679.379 0.200000 5.5000E-06 Concrete Expected Steel 2.8356E-04 7.3446E-07 29000.000 11153.846 0.300000 6.5000E-06 Rebar Steel 2.8356E-04 7.3446E-07 29000.000 11153.846 0.300000 6.5000E-06 Table 6: Material Properties 03a - Steel Data Table 6: Material Properties 03a - Steel Data Material Fy Fu FinalSlope Kip/in2 Kip/in2 A992Fy50 Expected Steel 50.000 60.000 65.000 80.000 -0.100000 -0.100000 Table 7: Material Properties 03b - Concrete Data Table 7: Material Properties 03b - Concrete Data Material Fc Kip/in2 FinalSlope 4000Psi Expected Concrete 4.000 5.000 -0.100000 -0.100000 Table 8: Material Properties 03e - Rebar Data Table 8: Material Properties 03e - Rebar Data Material Fy Fu FinalSlope Kip/in2 A615Gr60 Rebar Steel Fy Kip/in2 60.000 60.000 90.000 80.000 -0.100000 -0.100000 3. Section properties This section provides section property information for objects used in the model. TYLI / R&B / L&B 13 Page 7 of 41 QCB-Seismic-V5.3.SDB 3. Section properties 3.1. Frames SAP2000 V14.2.5 - License #2B585 28 January 2015 Table 9: Frame Section Properties 01 - General, Part 1 of 4 Table 9: Frame Section Properties 01 - General, Part 1 of 4 SectlonName Muterial Shape t3 t2 Area TorsConst 133 ,22 in in in2 in4 in4 in4 Deck and Expected General 95.0004 552.0000 10154.61 1.00 11927600. 260271802 Girders Concrete 18 .4 Pier Wall Expected Rectangular 24.0000 504.0000 12096.00 2252759.0 580608.00 256048128 Concrete 7 .0 Pier Wall-P2 Expected Rectangular 36.0000 504.0000 18144.00 7485489.4 1959552.0 384072192 Concrete 1 0 Pier Wall Rigid Expected General 24.0000 504.0000 12096.00 2252759.0 580600000 256000000 Link Concrete 0 0 0 Pier Wall Rigid Expected General 36.0000 504.0000 18144.00 7485489.0 196000000 384100000 Link - P2 Concrete 0 0 0 Table 9: Frame Section Properties 01 - General, Part 2 of 4 Table 9: Frame Section Properties 01 - General, Part 2 of 4 SectionName AS2 in2 AS3 in2 Deck and Girders 4692.00 2688.00 Pier Wall 10080.00 10080.00 Pier Wall - P2 15120.00 15120.00 Pier Wall Rigid Link 0.00 0.00 Pier Wall Rigid Link-P2 0.00 0.00 Table 9: Frame Section Properties 01 - General, Part 3 of 4 Table 9: Frame Section Properties 01 - General, Part 3 of 4 SectionName S33 S22 Z33 Z22 R33 R22 In3 in3 ln3 inS in in Deck and Girders 43215.90 4054077.9 1 432159322 4.054E+10 34.2996 160.1004 Pier Wall 48384.00 1016064.0 0 72576.00 1524096.0 0 6.9282 145.4923 Pier Wall-P2 108864.00 1524096.0 0 163296.00 2286144.0 0 10.3923 145.4923 Pier Wall Rigid Link 0.00 0.00 0.00 0.00 0.0000 0.0000 Pier Wall Rigid Link - P2 0.00 0.00 0.00 0.00 0.0000 0.0000 Table 9: Frame Section Properties 01 - General, Part 4 of 4 Table 9: Frame Section Properties 01 - General, Part 4 of 4 SectionName Deck and Girders AMod A2Mod A3Mod JMod l2Mod l3Mod MMod WMod 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 TYLI / R&B / L&B 14 Page 8 of 41 QCB-Seismic-V5.3.SDB 4. Load patterns SAP2000 vl 4.2.5 - License #2B585 28 January 2015 Table 9: Frame Section Properties 01 - General, Part 4 of 4 SectionName AMod A2Mod A3Mod JMod l2Mod i3Mod MMod WMod Pier Wall 1.000000 1.000000 1.000000 1.000000 0.400000 0.400000 1.000000 1.000000 Pier Wall - P2 1.000000 1.000000 1.000000 1.000000 0.400000 0.400000 1.000000 1.000000 Pier Wall Rigid Link 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 Pier Wall Rigid Link - P2 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 Table 10: Frame Section Properties 02 - Concrete Column, Part 1 of 2 Table 10: Frame Section Properties 02 - Concrete Column, Part 1 of 2 SectionName RebarMatL RebarMatC ReinfConfIg LatReinf Cover in NumBarsSD ir NumBars2D ir Pier Wall Pier Wall-P2 Rebar Steel Rebar Steel Rebar Steel Rebar Steel Rectangular Rectangular Ties Ties 1.5000 1.5000 Table 10: Frame Section Properties 02 - Concrete Column, Part 2 of 2 Table 10: Frame Section Properties 02 - Concrete Column, Part 2 of 2 SectionName Pier Wall Pier Wall-P2 BarSizeL BarSizeC SpacingC in NumCBars2 NumCBarsS #9 #9 #4 #4 6.0000 6.0000 4. Load patterns This section provides loading information as applied to the model. 4.1. Definitions Table 11: Load Pattern Definitions Table 11j^ Load Pattern Definitions LoadPat DesignType SelfWtMult AutoLoad SELI^EIGHT Pustn_Long DEAD OTHER 1.000000 0.000000 5. Load cases This section provides load case information. TYLI / R&B / L&B 15 Page 9 of 41 QCB - Seismic - V5.3.SDB 5. Load cases 5.1. Definitions SAP2000 V14.2.5 - License #2B585 28 January 2015 Table 12: Load Case Definitions Table 12: Load Case Definitions Case Type InitialCond ModalCase BaseCase DC NonStatic Zero MODAL LinModal Zero EQ1 LinRespSpec MODAL EQ2 LinRespSpec MODAL PUSH NonStatic SELFWEIGHT SELFWEIGHT NonStatic Zero DW NonStatic Zero Pusti_Long NonStatic SELFWEIGHT 5.2. Static case load assignments Table 13: Case - Static 1 - Load Assignments Tablets: Case - Static 1 - Load Assignments Case LoadType LoadName LoadSF DC Load pattern DC 1.000000 PUSH Load pattern PUSH 1.000000 SELFWEIGHT Load pattern SELFWEIGHT 1.000000 DW Load pattern DW 1.000000 Push_Long Load pattern Push_Long 1.000000 5.3. Response spectrum case load assignments Table 14: Case - Response Spectrum 1 - General Table 14: Case - Response Spectrum 1 - General Case EQ1 EQ2 ModalCombo GMCfl Cyc/sec GMCf2 Cyc/sec PerRlgid DirCombo DampingType ConstDamp CQC 1.0000E+0 O.OOOOE+0 SRSS 0 0 CQC 1.0000E+0 O.OOOOE+0 SRSS 0 0 SRSS SRSS Constant Constant 0.0500 0.0500 Table 15: Case - Response Spectrum 2 - Load Assignments Table 15: Case - Response Spectrum 2 - Load Assignments Case LoadType EQ1 Acceleration LoadNam e Ul CoordSys Function Angle TransAccSF Degrees in/sec2 GLOBAL Quake 0.000 386.088 TYLI / R&B / L&B 16 Page 10 of 41 QCB - Seismic-V5.3.SDB 6. Load combinations SAP2000 vl4.2.5 - License #2B585 28 January 2015 Case Table 15: Case - Response Spectrum 2 - Load Assignments LoadType LoadNam CoordSys Function Angle TransAccSF Degrees in/sec2 EQ2 Acceleration U2 GLOBAL Quake 0.000 386.088 Table 16: Function - Response Spectrum - User Table 16: Function - Response Spectrum - User Name Period Sec Accel FuncOamp UNIFRS 0.000000 1.000000 0.050000 UNIFRS 1.000000 1.000000 Quake 0.010000 0.368000 0.050000 Quake 0.050000 0.564000 Quake 0.100000 0.678000 Quake 0.150000 0.764000 Quake 0.200000 0.831000 Quake 0.250000 0.806000 Quake 0.300000 0.786000 Quake 0.400000 0.701000 Quake 0.500000 0.642000 Quake 0.600000 0.598000 Quake 0.700000 0.566000 Quake 0.850000 0.518000 Quake 1.000000 0.479000 Quake 1.200000 0.405000 Quake 1.500000 0.329000 Quake 2.000000 0.252000 Quake 3.000000 0.161000 Quake 4.000000 0.115000 Quake 5.000000 0.095000 6. Load combinations This section provides load combination information. Table 17: Combination Definitions Tablet?: Combination Definitions ComboName ComboType CaseName ScaleFactor EQ1-1 Linear Add EQ1 1.000000 EQ1-1 EQ2 0.300000 EQ2-2 Linear Add EQ2 1.000000 EQ2-2 EQ1 0.300000 DL Linear Add DC 1.000000 DL SELFWEIGHT 1.000000 TYLI / R&B / L&B 17 Page 11 of 41 QCB - Seismic-V5.3.SDB 7. Structure results SAP2000 vl4.2.5 - License #2B585 28 January 2015 7. Structure results This section provides structure results, including items such as structural periods and base reactions. Figure 2: Deformed shape 7.1. Mass summary Table 18: Assembled Joint Masses Table 18: Assembled Joint Masses Joint U1 U2 U3 Rl R2 R3 Kip-s2/in Kip-s2/in Klp-s2/in Kip-in-s2 Kip-in-s2 Kip-in-s2 1 0.1789 0.1789 0.1789 0.000 0.000 0.000 2 0.3579 0.3579 0.3579 0.000 0.000 0.000 3 0.3579 0.3579 0.3579 0.000 0.000 0.000 4 0.3305 0.3305 0.3305 0.000 0.000 0.000 5 0.1789 0.1789 0.1789 0.000 0.000 0.000 6 0.1857 0.1857 0.1857 0.000 0.000 0.000 7 0.6267 0.6267 0.6267 0.000 0.000 0.000 8 1.2261 1.2261 1.2261 0.000 0.000 0.000 9 1.2535 1.2535 1.2535 0.000 0.000 0.000 10 1.2261 1.2261 1.2261 0.000 0.000 0.000 11 0.6267 0.6267 0.6267 0.000 0.000 0.000 12 0.1857 0.1857 0.1857 0.000 0.000 0.000 13 0.1789 0.1789 0.1789 0.000 0.000 0.000 14 0.3305 0.3305 0.3305 0.000 0.000 0.000 15 0.3579 0.3579 0.3579 0.000 0.000 0.000 16 0.3579 0.3579 0.3579 0.000 0.000 0.000 17 0.1789 0.1789 0.1789 0.000 0.000 0.000 18 0.3719 0.3719 0.3719 0.000 0.000 0.000 19 0.4819 0.4819 0.4819 0.000 0.000 0.000 20 0.4819 0.4819 0.4819 0.000 0.000 0.000 21 0.2410 0.2410 0.2410 0.000 0.000 0.000 22 0.3950 0.3950 0.3950 0.000 0.000 0.000 TYLI / R&B / L&B 18 Page 12 of 41 QCB - Seismic-V5.3.SDB 8. Joint results Joint 23 24 25 Table 18: Assembled Joint Masses Ui Kip-s2/in U2 Kip-s2/in U3 Kip-s2/in 0.5281 0.5281 0.2640 0.5281 0.5281 0.2640 7.2. Modal results 0.5281 0.5281 0.2640 Ri Kip-in-s2 0.000 0.000 0.000 R2 Kip-in-s2 0.000 0.000 0.000 SAP2000 vl 4.2.5 - License #2B585 28 January 2015 R3 Kip-in-s2 0.000 0.000 0.000 Table 19: Modal Participating Mass Ratios Table 19: iVIodai Participating iUlass Ratios Period UX UY UZ • 'Sec SumUX OutputCase StepNum Table 19: iVIodai Participating iUlass Ratios Period UX UY UZ • 'Sec SumUX SumUY SumUZ MODAL 1.000000 -65169.62 5 0.0000 0.9359 0.0000 0.0000 0.9359 0.0000 MODAL 2.000000 4402.5255 24 0.0000 0.0011 0.0000 0.0000 0.9369 0.0000 MODAL 3.000000 1.068485 0.9718 0.0000 2.441 E-05 0.9718 0.9369 2.441 E-05 MODAL 4.000000 0.382743 7.657E-05 0.0000 0.3087 0.9719 0.9369 0.3087 MODAL 5.000000 0.178106 0.0000 3.568E-04 1.350E-19 0.9719 0.9373 0.3087 MODAL 6.000000 0.142120 0.0018 8.703E-19 1.902E-06 0.9738 0.9373 0.3087 MODAL 7.000000 0.086212 8.398E-04 6.238E-19 3.312E-04 0.9746 0.9373 0.3091 MODAL 8.000000 0.080487 2.930E-19 1.533E-06 3.986E-19 0.9746 0.9373 0.3091 MODAL 9.000000 0.075604 0.0040 3.303E-20 0.0157 0.9786 0.9373 0.3248 MODAL 10.000000 0.066951 0.0156 0.0000 0.0056 0.9942 0.9373 0.3304 MODAL 11.000000 0.056154 2.616E-20 0.0036 8.387E-18 0.9942 0.9409 0.3304 MODAL 12.000000 0.053033 1.244E-04 1.875E-20 0.0551 0.9944 0.9409 0.3854 7.3. Base reactions Table 20: Base Reactions Table 20: Base Reactions OutputCase StepType GlobalFX GlobaIFY GlobalFZ GtobalMX GlobalMY GlobalMZ Kip Kip Kip Kip-in Kip-in Kip-in SELFWEIGHT Max 4.217E-09 0.000 4413.321 0.000 -7671707.2 0.000 SELFWEIGHT Min 4.217E-09 0.000 4413.321 0.000 -7671707.2 0.000 Push_Long Max 4.217E-09 0.000 4413.321 0.000 -7671707.2 0.000 Pusii_Long Min -980.573 0.000 4413.321 0.000 -7688622.2 0.000 8. Joint results This section provides joint results, including items such as displacements and reactions. TYLI / R&B / L&B 19 Page 13 of 41 QCB - Seismic - V5.3.SDB 8. Joint results SAP2000 vl 4.2.5 - License #2B585 28 January 2015 Table 21: Joint Displacements Table 21: Joint Displacements Joint OutputCase StepType Ul U2 U3 Rl R2 R3 in in in Radians Radians Radians 1 SELFWEIGHT Max 0.048403 0.000000 0.000000 0.000000 -0.000329 0.000000 1 SELFWEIGHT Min 0.048403 0.000000 0.000000 0.000000 -0.000329 0.000000 1 Pusii_Long Max 18.403092 0.000000 0.000000 0.000000 -0.000329 0.000000 1 Pusii_Long Min 0.048403 0.000000 0.000000 0.000000 -0.000654 0.000000 2 SELFWEIGHT Max 0.047876 0.000000 0.053570 0.000000 -0.000277 0.000000 2 SELFWEIGHT Min 0.047876 0.000000 0.053570 0.000000 -0.000277 0.000000 2 Push_Long Max 18.402049 0.000000 0.106241 0.000000 -0.000277 0.000000 2 Pusii_Long Min 0.047876 0.000000 0.053570 0.000000 -0.000535 0.000000 3 SELFWEIGHT Max 0.047517 0.000000 0.090828 0.000000 -0.000074 0.000000 3 SELFWEIGHT Min 0.047517 0.000000 0.090828 0.000000 -0.000074 0.000000 3 Pusii_Long Max 18.401134 0.000000 0.175020 0.000000 -0.000074 0.000000 3 Pusli_Long Min 0.047517 0.000000 0.090828 0.000000 -0.000129 0.000000 4 SELFWEIGHT Max 0.047619 0.000000 0.082567 0.000000 0.000350 0.000000 4 SELFWEIGHT Min 0.047619 0.000000 0.082567 0.000000 0.000350 0.000000 4 Pusti_Long Max 18.400854 0.000000 0.155921 0.000000 0.000633 0.000000 4 Pusii_Long Min 0.047619 0.000000 0.082567 0.000000 0.000350 0.000000 5 SELFWEIGHT Max 0.048361 0.000000 0.010392 0.000000 0.000936 0.000000 5 SELFWEIGHT Min 0.048361 0.000000 0.010392 0.000000 0.000936 0.000000 5 Pusii_Long Max 18.401549 0.000000 0.025670 0.000000 0.001611 0.000000 5 Pusti_Long Min 0.048361 0.000000 0.010392 0.000000 0.000936 0.000000 6 SELFWEIGHT Max 0.048584 0.000000 -0.011494 0.000000 0.001067 0.000000 6 SELFWEIGHT Min 0.048584 0.000000 -0.011494 0.000000 0.001067 0.000000 6 PusiiLong Max 18.401784 0.000000 -0.011494 0.000000 0.001824 0.000000 6 Pusii_Long Min 0.048584 0.000000 -0.012589 0.000000 0.001067 0.000000 7 SELFWEIGHT Max 0.048832 0.000000 -0.041816 0.000000 0.001215 0.000000 7 SELFWEIGHT Min 0.048832 0.000000 -0.041816 0.000000 0.001215 0.000000 7 Push_Long Max 18.402367 0.000000 -0.041816 0.000000 0.001930 0.000000 7 Pusti_Long Min 0.048832 0.000000 -0.060358 0.000000 0.001215 0.000000 8 SELFWEIGHT Max 0.058493 0.000000 -1.125553 0.000000 0.002049 0.000000 8 SELFWEIGHT Min 0.058493 0.000000 -1.125553 0.000000 0.002049 0.000000 8 PusfiLong Max 18.416375 0.000000 -1.125553 0.000000 0.002062 0.000000 8 Push_Long Min 0.058493 0.000000 -1.312135 0.000000 0.002026 0.000000 9 SELFWEIGHT Max 0.063810 0.000000 -1.773837 0.000000 -1.097E-06 0.000000 9 SELFWEIGHT Min 0.063810 0.000000 -1.773837 0.000000 -1.097E-06 0.000000 9 Pusti_Long Max 18.422579 0.000000 -1.773837 0.000000 -1.097E-06 0.000000 9 Pusii_Long Min 0.063810 0.000000 -1.858054 0.000000 -0.000292 0.000000 10 SELFWEIGHT Max 0.056218 0.000000 -1.124760 0.000000 -0.002049 0.000000 10 SELFWEIGHT Min 0.056218 0.000000 -1.124760 0.000000 -0.002049 0.000000 10 PusiiLong Max 18.414573 0.000000 -1.049135 0.000000 -0.002049 0.000000 10 Pusii_Long Min 0.056218 0.000000 -1.124760 0.000000 -0.002192 0.000000 11 SELFWEIGHT Max 0.044406 0.000000 -0.042715 0.000000 -0.001208 0.000000 11 SELFWEIGHT Min 0.044406 0.000000 -0.042715 0.000000 -0.001208 0.000000 11 Pusin_Long Max 18.403409 0.000000 -0.031860 0.000000 -0.000787 0.000000 11 Pusii_Long Min 0.044406 0.000000 -0.042715 0.000000 -0.001208 0.000000 12 SELFWEIGHT Max 0.044060 0.000000 -0.012566 0.000000 -0.001060 0.000000 12 SELFWEIGHT Min 0.044060 0.000000 -0.012566 0.000000 -0.001060 0.000000 12 Pusii_Long Max 18.403135 0.000000 -0.011984 0.000000 -0.000603 0.000000 12 Pusii_Long Min 0.044060 0.000000 -0.012566 0.000000 -0.001060 0.000000 13 SELFWEIGHT Max 0.043839 0.000000 0.009162 0.000000 -0.000929 0.000000 13 SELFWEIGHT Min 0.043839 0.000000 0.009162 0.000000 -0.000929 0.000000 13 Pusli_Long Max 18.403167 0.000000 0.009162 0.000000 -0.000521 0.000000 13 Push_Long Min 0.043839 0.000000 -0.000185 0.000000 -0.000929 0.000000 14 SELFWEIGHT Max 0.043102 0.000000 0.080858 0.000000 -0.000349 0.000000 TYLI / R&B / L&B 20 Page 14 of 41 QCB - Seismic - V5.3.SDB 8. Joint results SAP2000 v14.2.5 - License #26585 28 January 2015 Table 21: Joint Displacements Joint OutputCase StepType Ul U2 U3 Ri R2 R3 in in in Radians Radians Radians 14 SELFWEIGHT Min 0.043102 0.000000 0.080858 0.000000 -0.000349 0.000000 14 Pusii_Long Max 18.403422 0.000000 0.080858 0.000000 -0.000177 0.000000 14 PushLong Min 0.043102 0.000000 0.036394 0.000000 -0.000349 0.000000 15 SELFWEIGHT Max 0.042999 0.000000 0.089259 0.000000 0.000072 0.000000 15 SELFWEIGHT Min 0.042999 0.000000 0.089259 0.000000 0.000072 0.000000 15 Push_Long Max 18.403892 0.000000 0.089259 0.000000 0.000072 0.000000 15 Push_Long Min 0.042999 0.000000 0.038215 0.000000 0.000039 0.000000 16 SELFWEIGHT Max 0.043351 0.000000 0.052656 0.000000 0.000273 0.000000 16 SELFWEIGHT Min 0.043351 0.000000 0.052656 0.000000 0.000273 0.000000 16 Pusti_Long Max 18.404310 0.000000 0.052656 0.000000 0.000273 0.000000 16 Pusti_Long Min 0.043351 0.000000 0.020703 0.000000 0.000116 0.000000 17 SELFWEIGHT Max 0.043869 0.000000 0.000000 0.000000 0.000324 0.000000 17 SELFWEIGHT Min 0.043869 0.000000 0.000000 0.000000 0.000324 0.000000 17 Pusli_Long Max 18.404514 0.000000 0.000000 0.000000 0.000324 0.000000 17 Pusli_Long Min 0.043869 0.000000 0.000000 0.000000 0.000127 0.000000 18 SELFWEIGHT Max -0.019920 0.000000 -0.009976 0.000000 0.001067 0.000000 18 SELFWEIGHT Min -0.019920 0.000000 -0.009976 0.000000 0.001067 0.000000 18 Push_Long Max 18.284624 0.000000 -0.009976 0.000000 0.044750 0.000000 18 PusiiLong Min -0.019920 0.000000 -0.010904 0.000000 0.001067 0.000000 19 SELFWEIGHT Max -0.086770 0.000000 -0.006951 0.000000 0.000134 0.000000 19 SELFWEIGHT Min -0.086770 0.000000 -0.006951 0.000000 0.000134 0.000000 19 Push_Long Max 12.637560 0.000000 -0.006951 0.000000 0.050436 0.000000 19 Pusii_Long Min -0.086770 0.000000 -0.007570 0.000000 0.000134 0.000000 20 SELFWEIGHT Max -0.065432 0.000000 -0.003626 0.000000 -0.000426 0.000000 20 SELFWEIGHT Min -0.065432 0.000000 -0.003626 0.000000 -0.000426 0.000000 20 Pusii_Long Max 6.453085 0.000000 -0.003626 0.000000 0.053847 0.000000 20 Push_Long Min -0.065432 0.000000 -0.003935 0.000000 -0.000426 0.000000 21 SELFWEIGHT Max 0.000000 0.000000 0.000000 0.000000 -0.000613 0.000000 21 SELFWEIGHT Min 0.000000 0.000000 0.000000 0.000000 -0.000613 0.000000 21 PushLong Max 0.000000 0.000000 0.000000 0.000000 0.054984 0.000000 21 Pusii_Long Min 0.000000 0.000000 0.000000 0.000000 -0.000613 0.000000 22 SELFWEIGHT Max 0.112082 0.000000 -0.011052 0.000000 -0.001059 0.000000 22 SELFWEIGHT Min 0.112082 0.000000 -0.011052 0.000000 -0.001059 0.000000 22 Push_Long Max 18.441783 0.000000 -0.010553 0.000000 0.040057 0.000000 22 Pusti_Long Min 0.112082 0.000000 -0.011052 0.000000 -0.001059 0.000000 23 SELFWEIGHT Max 0.171428 0.000000 -0.007729 0.000000 0.000061 0.000000 23 SELFWEIGHT Min 0.171428 0.000000 -0.007729 0.000000 0.000061 0.000000 23 Pusii_Long Max 12.827510 0.000000 -0.007396 0.000000 0.046233 0.000000 23 Pusii_Long Min 0.171428 0.000000 -0.007729 0.000000 0.000061 0.000000 24 SELFWEIGHT Max 0.114725 0.000000 -0.004045 0.000000 0.000734 0.000000 24 SELFWEIGHT Min 0.114725 0.000000 -0.004045 0.000000 0.000734 0.000000 24 Push_Long Max 6.573626 0.000000 -0.003878 0.000000 0.049938 0.000000 24 Pusii_Long Min 0.114725 0.000000 -0.004045 0.000000 0.000734 0.000000 25 SELFWEIGHT Max 0.000000 0.000000 0.000000 0.000000 0.000958 0.000000 25 SELFWEIGHT Min 0.000000 0.000000 0.000000 0.000000 0.000958 0.000000 25 Pusii_Long Max 0.000000 0.000000 0.000000 0.000000 0.051174 0.000000 25 Pushi_Long Min 0.000000 0.000000 0.000000 0.000000 0.000958 0.000000 TYLI / R&B / L&B 21 Page 15 of 41 QCB - Seismic - V5.3.SDB 9. Frame results Table 22: Joint Reactions SAP2000 V14.2.5 - License #26585 28 January 2015 Table 22: Joint Reactions Joint OutputCase StepType Fl F2 F3 Mi iVI2 M3 Kip Kip Kip Kip-in Kip-in Kip-in 1 SELFWEIGHT Max 0.000 0.000 -157.299 0.000 0.000 0.000 1 SELFWEIGHT Min 0.000 0.000 -157.299 0.000 0.000 0.000 1 Pusii_Long Max 0.000 0.000 -157.299 0.000 0.000 0.000 1 Pusti_Long Min 0.000 0.000 -421.322 0.000 0.000 0.000 17 SELFWEIGHT Max 0.000 0.000 -154.075 0.000 0.000 0.000 17 SELFWEIGHT Min 0.000 0.000 -154.075 0.000 0.000 0.000 17 Push_Long Max 0.000 0.000 6.445 0.000 0.000 0.000 17 PusiiLong Min 0.000 0.000 -154.075 0.000 0.000 0.000 21 SELFWEIGHT Max 84.498 0.000 2337.675 0.000 0.000 0.000 21 SELFWEIGHT Min 84.498 0.000 2337.675 0.000 0.000 0.000 21 Pushi_Long Max 84.498 0.000 2529.011 0.000 0.000 0.000 21 PusiiLong Min -514.857 0.000 2337.675 0.000 0.000 0.000 25 SELFWEIGHT Max -84.498 0.000 2387.020 0.000 0.000 0.000 25 SELFWEIGHT Min -84.498 0.000 2387.020 0.000 0.000 0.000 25 PusiiLong Max -84.498 0.000 2387.020 0.000 0.000 0.000 25 PusiiLong Min -465.716 0.000 2292.957 0.000 0.000 0.000 9. Frame results This section provides frame force results. Table 23: Element Forces - Frames, Part 1 of 2 Table 23: Element Forces - Frames, Part 1 of 2 Frame Station OutputCase StepType P V2 V3 in Kip Kip Kip 1 0.000 SELFWEIGHT Max 1.573 157.291 0.000 1 22.394 SELFWEIGHT Max 1.770 177.030 0.000 1 44.788 SELFWEIGHT Max 1.967 196.769 0.000 1 67.182 SELFWEIGHT Max 2.165 216.508 0.000 1 89.576 SELFWEIGHT Max 2.362 236.246 0.000 1 111.970 SELFWEIGHT Max 2.559 255.985 0.000 1 134.364 SELFWEIGHT Max 2.757 275.724 0.000 1 156.758 SELFWEIGHT Max 2.954 295.463 0.000 1 0.000 SELFWEIGHT Min 1.573 157.291 0.000 1 22.394 SELFWEIGHT Min 1.770 177.030 0.000 1 44.788 SELFWEIGHT Min 1.967 196.769 0.000 1 67.182 SELFWEIGHT Min 2.165 216.508 0.000 1 89.576 SELFWEIGHT Min 2.362 236.246 0.000 1 111.970 SELFWEIGHT Min 2.559 255.985 0.000 1 134.364 SELFWEIGHT Min 2.757 275.724 0.000 1 156.758 SELFWEIGHT Min 2.954 295.463 0.000 1 0.000 Push_Long Max 4.212 421.301 0.000 1 22.394 Pusii_Long Max 4.410 441.039 0.000 1 44.788 Push_Long Max 4.607 460.778 0.000 1 67.182 PushLong Max 4.804 480.517 0.000 1 89.576 Push_Long Max 5.002 500.256 0.000 1 111.970 Push_Long Max 5.199 519.995 0.000 1 134.364 Push_Long Max 5.396 539.733 0.000 1 156.758 Push_Long Max 5.594 559.472 0.000 TYLI / R&B / L&B 22 Page 16 of 41 QCB - Seismic - V5.3.SD6 9. Frame results SAP2000 vl 4.2.5 - License #26585 28 January 2015 Table 23: Element Forces - Frames, Part 1 of 2 rame Station OutputCase StepType P V2 V3 in Kip Kip Kip 1 0.000 Push_Long Min 1.573 157.291 0.000 1 22.394 Push_Long Min 1.770 177.030 0.000 1 44.788 Push_Long Min 1.967 196.769 0.000 1 67.182 PushLong Min 2.165 216.508 0.000 1 89.576 PushLong Min 2.362 236.246 0.000 1 111.970 PushLong Min 2.559 255.985 0.000 1 134.364 PushLong Min 2.757 275.724 0.000 1 156.758 Push_Long Min 2.954 295.463 0.000 2 0.000 SELFWEIGHT Max 2.956 295.463 0.000 2 22.394 SELFWEIGHT Max 3.154 315.202 0.000 2 44.788 SELFWEIGHT Max 3.351 334.940 0.000 2 67.182 SELFWEIGHT Max 3.549 354.679 0.000 2 89.576 SELFWEIGHT Max 3.746 374.418 0.000 2 111.970 SELFWEIGHT Max 3.944 394.157 0.000 2 134.364 SELFWEIGHT Max 4.141 413.895 0.000 2 156.758 SELFWEIGHT Max 4.339 433.634 0.000 2 0.000 SELFWEIGHT Min 2.956 295.463 0.000 2 22.394 SELFWEIGHT Min 3.154 315.202 0.000 2 44.788 SELFWEIGHT Min 3.351 334.940 0.000 2 67.182 SELFWEIGHT Min 3.549 354.679 0.000 2 89.576 SELP/VEIGHT Min 3.746 374.418 0.000 2 111.970 SELFWEIGHT Min 3.944 394.157 0.000 2 134.364 SELFWEIGHT Min 4.141 413.895 0.000 2 156.758 SELFWEIGHT Min 4.339 433.634 0.000 2 0.000 Pusii_Long Max 2.956 560.126 0.000 2 22.394 Pusli_Long Max 3.154 579.865 0.000 2 44.788 PusiiLong Max 3.351 599.604 0.000 2 67.182 Push_Long Max 3.549 619.342 0.000 2 89.576 PusiiLong Max 3.746 639.081 0.000 2 111.970 Pusli_Long Max 3.944 658.820 0.000 2 134.364 Push_Long Max 4.141 678.559 0.000 2 156.758 Pusli_Long Max 4.339 698.297 0.000 2 0.000 Pusli_Long Min -59.770 295.463 0.000 2 22.394 Push_Long Min -59.573 315.202 0.000 2 44.788 PushLong Min -59.375 334.940 0.000 2 67.182 Pusli_Long Min -59.178 354.679 0.000 2 89.576 Push_Long Min -58.980 374.418 0.000 2 111.970 PushLong Min -58.783 394.157 0.000 2 134.364 Push_Long Min -58.585 413.895 0.000 2 156.758 Push_Long Min -58.388 433.634 0.000 3 0.000 SELFWEIGHT Max 4.336 433.634 0.000 3 22.394 SELFWEIGHT Max 4.533 453.373 0.000 3 44.788 SELFWEIGHT Max 4.730 473.112 0.000 3 67.182 SELFWEIGHT Max 4.928 492.850 0.000 3 89.576 SELFWEIGHT Max 5.125 512.589 0.000 3 111.970 SELFWEIGHT Max 5.322 532.328 0.000 3 134.364 SELFWEIGHT Max 5.520 552.067 0.000 3 156.758 SELFWEIGHT Max 5.717 571.806 0.000 3 0.000 SELFWEIGHT Min 4.336 433.634 0.000 3 22.394 SELFWEIGHT Min 4.533 453.373 0.000 3 44.788 SELFWEIGHT Min 4.730 473.112 0.000 3 67.182 SELFWEIGHT Min 4.928 492.850 0.000 3 89.576 SELFWEIGHT Min 5.125 512.589 0.000 3 111.970 SELFWEIGHT Min 5.322 532.328 0.000 TYLI / R&6 / L&B 23 Page 17 of 41 QCB - Seismic - V5.3.SDB 9. Frame results SAP2000 vl 4.2.5 - License #26585 28 January 2015 Table 23: Element Forces - Frames, Part 1 of 2 ame Station OutputCase StepType P V2 V3 in Kip Kip Kip 3 134.364 SELFWEIGHT Min 5.520 552.067 0.000 3 156.758 SELFWEIGHT Min 5.717 571.806 0.000 3 0.000 Pusii_Long Max 4.336 698.951 0.000 3 22.394 Pusii_Long Max 4.533 718.689 0.000 3 44.788 Pusli_Long Max 4.730 738.428 0.000 3 67.182 Pusli_Long Max 4.928 758.167 0.000 3 89.576 Push_Long Max 5.125 777.906 0.000 3 111.970 Pusli_Long Max 5.322 797.644 0.000 3 134.364 Pusli_Long Max 5.520 817.383 0.000 3 156.758 Pusii_Long Max 5.717 837.122 0.000 3 0.000 Pusli_Long Min -123.761 433.634 0.000 3 22.394 Pusli_Long Min -123.564 453.373 0.000 3 44.788 Pusli_Long Min -123.367 473.112 0.000 3 67.182 Pusli_Long Min -123.169 492.850 0.000 3 89.576 Pusli_Long Min -122.972 512.589 0.000 3 111.970 Pusli_Long Min -122.775 532.328 0.000 3 134.364 Pusli_Long Min -122.577 552.067 0.000 3 156.758 Pusli_Long Min -122.380 571.806 0.000 4 0.000 SELFWEIGHT Max 5.717 571.806 0.000 4 22.126 SELFWEIGHT Max 5.912 591.308 0.000 4 44.252 SELFWEIGHT Max 6.107 610.811 0.000 4 66.378 SELFWEIGHT Max 6.302 630.314 0.000 4 88.504 SELFWEIGHT Max 6.497 649.816 0.000 4 110.631 SELFWEIGHT Max 6.692 669.319 0.000 4 132.757 SELPA/EIGHT Max 6.887 688.822 0.000 4 0.000 SELFWEIGHT Min 5.717 571.806 0.000 4 22.126 SELFWEIGHT Min 5.912 591.308 0.000 4 44.252 SELFWEIGHT Min 6.107 610.811 0.000 4 66.378 SELFWEIGHT Min 6.302 630.314 0.000 4 88.504 SELFWEIGHT Min 6.497 649.816 0.000 4 110.631 SELFWEIGHT Min 6.692 669.319 0.000 4 132.757 SELFWEIGHT Min 6.887 688.822 0.000 4 0.000 PushLong Max 5.717 837.775 0.000 4 22.126 Pusli_Long Max 5.912 857.278 0.000 4 44.252 Pusii_Long Max 6.107 876.781 0.000 4 66.378 Pusii_Long Max 6.302 896.283 0.000 4 88.504 Pusli_Long Max 6.497 915.786 0.000 4 110.631 Pusii_Long Max 6.692 935.289 0.000 4 132.757 Push_Long Max 6.887 954.791 0.000 4 0.000 Pusii_Long Min -187.749 571.806 0.000 4 22.126 Pusli_Long Min -187.554 591.308 0.000 4 44.252 Pusli_Long Min -187.359 610.811 0.000 4 66.378 Push_Long Min -187.164 630.314 0.000 4 88.504 Pusii_Long Min -186.969 649.816 0.000 4 110.631 Push_Long Min -186.774 669.319 0.000 4 132.757 Pusii_Long Min -186.579 688.822 0.000 5 0.000 SELFWEIGHT Max 6.888 688.822 0.000 5 24.001 SELFWEIGHT Max 7.100 709.977 0.000 5 0.000 SELFWEIGHT Min 6.888 688.822 0.000 5 24.001 SELFWEIGHT Min 7.100 709.977 0.000 5 0.000 Pusii_Long Max 6.888 955.446 0.000 5 24.001 Pusii_Long Max 7.100 976.601 0.000 5 0.000 Pusii_Long Min -251.945 688.822 0.000 5 24.001 Pusii_Long Min -251.733 709.977 0.000 TYLI / R&6 / L&B 24 Page 18 of 41 QCB - Seismic - V5.3.SDB 9. Frame results SAP2000 vl4.2.5 - License #26585 28 January 2015 Table 23: Element Forces - Frames, Part 1 of 2 Frame Station OutputCase StepType P V2 V3 in Kip Kip Kip 6 0.000 SELFWEIGHT Max -94.177 -967.475 0.000 6 24.001 SELFWEIGHT Max -93.965 -946.319 0.000 6 0.000 SELFWEIGHT Min -94.177 -967.475 0.000 6 24.001 SELFWEIGHT Min -93.965 -946.319 0.000 6 0.000 Pusii_Long Max 179.033 -897.516 0.000 6 24.001 Pusii_Long Max 179.245 -876.361 0.000 6 0.000 Pusii_Long Min -94.177 -967.475 0.000 6 24.001 Pusii_Long Min -93.965 -946.319 0.000 7 0.000 SELFWEIGHT Max -93.965 -946.319 0.000 7 23.865 SELFWEIGHT Max -93.755 -925.284 0.000 7 47.730 SELFWEIGHT Max -93.544 -904.249 0.000 7 71.594 SELFWEIGHT Max -93.334 -883.214 0.000 7 95.459 SELFWEIGHT Max -93.124 -862.179 0.000 7 119.324 SELFWEIGHT Max -92.913 -841.143 0.000 7 143.189 SELFWEIGHT Max -92.703 -820.108 0.000 7 167.054 SELFWEIGHT Max -92.493 -799.073 0.000 7 190.919 SELFWEIGHT Max -92.282 -778.038 0.000 7 214.783 SELFWEIGHT Max -92.072 -757.002 0.000 7 238.648 SELFWEIGHT Max -91.861 -735.967 0.000 7 262.513 SELFWEIGHT Max -91.651 -714.932 0.000 7 286.378 SELFWEIGHT Max -91.441 -693.897 0.000 7 310.243 SELFWEIGHT Max -91.230 -672.861 0.000 7 334.108 SELFWEIGHT Max -91.020 -651.826 0.000 7 357.972 SELFWEIGHT Max -90.810 -630.791 0.000 7 381.837 SELFWEIGHT Max -90.599 -609.756 0.000 7 405.702 SELFWEIGHT Max -90.389 -588.721 0.000 7 429.567 SELFWEIGHT Max -90.179 -567.685 0.000 7 453.432 SELFWEIGHT Max -89.968 -546.650 0.000 7 477.297 SELFWEIGHT Max -89.758 -525.615 0.000 7 501.161 SELFWEIGHT Max -89.548 -504.580 0.000 7 525.026 SELFWEIGHT Max -89.337 -483.544 0.000 7 0.000 SELFWEIGHT Min -93.965 -946.319 0.000 7 23.865 SELFWEIGHT Min -93.755 -925.284 0.000 7 47.730 SELFWEIGHT Min -93.544 -904.249 0.000 7 71.594 SELFWEIGHT Min -93.334 -883.214 0.000 7 95.459 SELFWEIGHT Min -93.124 -862.179 0.000 7 119.324 SELFWEIGHT Min -92.913 -841.143 0.000 7 143.189 SELFWEIGHT Min -92.703 -820.108 0.000 7 167.054 SELFWEIGHT Min -92.493 -799.073 0.000 7 190.919 SELFWEIGHT Min -92.282 -778.038 0.000 7 214.783 SELFWEIGHT Min -92.072 -757.002 0.000 7 238.648 SELFWEIGHT Min -91.861 -735.967 0.000 7 262.513 SELFWEIGHT Min -91.651 -714.932 0.000 7 286.378 SELFWEIGHT Min -91.441 -693.897 0.000 7 310.243 SELFWEIGHT Min -91.230 -672.861 0.000 7 334.108 SELFWEIGHT Min -91.020 -651.826 0.000 7 357.972 SELFWEIGHT Min -90.810 -630.791 0.000 7 381.837 SELFWEIGHT Min -90.599 -609.756 0.000 7 405.702 SELFWEIGHT Min -90.389 -588.721 0.000 7 429.567 SELFWEIGHT Min -90.179 -567.685 0.000 7 453.432 SELFWEIGHT Min -89.968 -546.650 0.000 7 477.297 SELFWEIGHT Min -89.758 -525.615 0.000 7 501.161 SELFWEIGHT Min -89.548 -504.580 0.000 7 525.026 SELFWEIGHT Min -89.337 -483.544 0.000 TYLI / R&B / L&6 25 Page 19 of 41 QC6 - Seismic - V5.3.SD6 9. Frame results SAP2000 vl4.2.5 - License #26585 28 January 2015 Table 23: Element Forces - Frames, Part 1 of 2 ame Station OutputCase StepType P V2 V3 in Kip Kip Kip 7 0.000 Push_Long Max 113.877 -875.707 0.000 7 23.865 Push_Long Max 114.087 -854.672 0.000 7 47.730 Push_Long Max 114.297 -833.637 0.000 7 71.594 Push_Long Max 114.508 -812.601 0.000 7 95.459 Push_Long Max 114.718 -791.566 0.000 7 119.324 Push_Long Max 114.928 -770.531 0.000 7 143.189 Push_Long Max 115.139 -749.496 0.000 7 167.054 Push_Long Max 115.349 -728.461 0.000 7 190.919 Push_Long Max 115.559 -707.425 0.000 7 214.783 Push_Long Max 115.770 -686.390 0.000 7 238.648 Push_Long Max 115.980 -665.355 0.000 7 262.513 Push_Long Max 116.191 -644.320 0.000 7 286.378 Push_Long Max 116.401 -623.284 0.000 7 310.243 Push_Long Max 116.611 -602.249 0.000 7 334.108 Push_Long Max 116.822 -581.214 0.000 7 357.972 Push_Long Max 117.032 -560.179 0.000 7 381.837 Push_Long Max 117.242 -539.144 0.000 7 405.702 Push_Long Max 117.453 -518.108 0.000 7 429.567 Push_Long Max 117.663 -497.073 0.000 7 453.432 Push_Long Max 117.873 -476.038 0.000 7 477.297 Push_Long Max 118.084 -455.003 0.000 7 501.161 Push_Long Max 118.294 -433.967 0.000 7 525.026 Push_Long Max 118.504 -412.932 0.000 7 0.000 Push_Long Min -93.965 -946.319 0.000 7 23.865 Push_Long Min -93.755 -925.284 0.000 7 47.730 Push_Long Min -93.544 -904.249 0.000 7 71.594 Push_Long Min -93.334 -883.214 0.000 7 95.459 Push_Long Min -93.124 -862.179 0.000 7 119.324 Push_Long Min -92.913 -841.143 0.000 7 143.189 Push_Long Min -92.703 -820.108 0.000 7 167.054 Push_Long Min -92.493 -799.073 0.000 7 190.919 Push_Long Min -92.282 -778.038 0.000 7 214.783 Push_Long Min -92.072 -757.002 0.000 7 238.648 Push_Long Min -91.861 -735.967 0.000 7 262.513 Push_Long Min -91.651 -714.932 0.000 7 286.378 Push_Long Min -91.441 -693.897 0.000 7 310.243 Push_Long Min -91.230 -672.861 0.000 7 334.108 Push_Long Min -91.020 -651.826 0.000 7 357.972 Push_Long Min -90.810 -630.791 0.000 7 381.837 Push_Long Min -90.599 -609.756 0.000 7 405.702 Push_Long Min -90.389 -588.721 0.000 7 429.567 Push_Long Min -90.179 -567.685 0.000 7 453.432 Push_Long Min -89.968 -546.650 0.000 7 477.297 Push_Long Min -89.758 -525.615 0.000 7 501.161 Push_Long Min -89.548 -504.580 0.000 7 525.026 Push_Long Min -89.337 -483.544 0.000 8 0.000 SELFWEIGHT Max -89.337 -483.544 0.000 8 23.871 SELFWEIGHT Max -89.127 -462.504 0.000 8 47.742 SELFWEIGHT Max -88.916 -441.463 0.000 8 71.612 SELFWEIGHT Max -88.706 -420.423 0.000 8 95.483 SELFWEIGHT Max -88.496 -399.383 0.000 8 119.354 SELFWEIGHT Max -88.285 -378.342 0.000 8 143.225 SELFWEIGHT Max -88.075 -357.302 0.000 8 167.095 SELFWEIGHT Max -87.864 -336.261 0.000 TYLI / R&6 / L&6 26 Page 20 of 41 QC6 - Seismic - V5.3.SDB 9. Frame results SAP2000 vl 4.2.5 - License #26585 28 January 2015 Table 23: Element Forces - Frames, Part 1 of 2 Frame Station OutputCase StepType P V2 V3 in Kip Kip Kip 8 190.966 SELR/VEIGHT Max -87.654 -315.221 0.000 8 214.837 SELFWEIGHT Max -87.444 -294.180 0.000 8 238.708 SELR/VEIGHT Max -87.233 -273.140 0.000 8 262.578 SELFWEIGHT Max -87.023 -252.099 0.000 8 286.449 SELFWEIGHT Max -86.812 -231.059 0.000 8 310.320 SELFWEIGHT Max -86.602 -210.018 0.000 8 334.191 SELFWEIGHT Max -86.392 -188.978 0.000 8 358.061 SELFWEIGHT Max -86.181 -167.938 0.000 8 381.932 SELFWEIGHT Max -85.971 -146.897 0.000 8 405.803 SELR/VEIGHT Max -85.760 -125.857 0.000 8 429.674 SELFWEIGHT Max -85.550 -104.816 0.000 8 453.544 SELFWEIGHT Max -85.340 -83.776 0.000 8 477.415 SELFWEIGHT Max -85.129 -62.735 0.000 8 501.286 SELFWEIGHT Max -84.919 -41.695 0.000 8 525.157 SELFWEIGHT Max -84.708 -20.654 0.000 8 549.027 SELFWEIGHT Max -84.498 0.386 0.000 8 0.000 SELFWEIGHT Min -89.337 -483.544 0.000 8 23.871 SELFWEIGHT Min -89.127 -462.504 0.000 8 47.742 SELFWEIGHT Min -88.916 -441.463 0.000 8 71.612 SELFWEIGHT Min -88.706 -420.423 0.000 8 95.483 SELFWEIGHT Min -88.496 -399.383 0.000 8 119.354 SELFWEIGHT Min -88.285 -378.342 0.000 8 143.225 SELFWEIGHT Min -88.075 -357.302 0.000 8 167.095 SELFWEIGHT Min -87.864 -336.261 0.000 8 190.966 SELFWEIGHT Min -87.654 -315.221 0.000 8 214.837 SELFWEIGHT Min -87.444 -294.180 0.000 8 238.708 SELFWEIGHT Min -87.233 -273.140 0.000 8 262.578 SELFWEIGHT Min -87.023 -252.099 0.000 8 286.449 SELFWEIGHT Min -86.812 -231.059 0.000 8 310.320 SELFWEIGHT Min -86.602 -210.018 0.000 8 334.191 SELFWEIGHT Min -86.392 -188.978 0.000 8 358.061 SELFWEIGHT Min -86.181 -167.938 0.000 8 381.932 SELFWEIGHT Min -85.971 -146.897 0.000 8 405.803 SELFWEIGHT Min -85.760 -125.857 0.000 8 429.674 SELFWEIGHT Min -85.550 -104.816 0.000 8 453.544 SELFWEIGHT Min -85.340 -83.776 0.000 8 477.415 SELFWEIGHT Min -85.129 -62.735 0.000 8 501.286 SELFWEIGHT Min -84.919 -41.695 0.000 8 525.157 SELFWEIGHT Min -84.708 -20.654 0.000 8 549.027 SELFWEIGHT Min -84.498 0.386 0.000 8 0.000 Push_Long Max 53.136 -412.278 0.000 8 23.871 Pusli_Long Max 53.347 -391.238 0.000 8 47.742 Push_Long Max 53.557 -370.198 0.000 8 71.612 Push_Long Max 53.767 -349.157 0.000 8 95.483 Push_Long Max 53.978 -328.117 0.000 8 119.354 Push_Long Max 54.188 -307.076 0.000 8 143.225 Push_Long Max 54.399 -286.036 0.000 8 167.095 Push_Long Max 54.609 -264.995 0.000 8 190.966 Push_Long Max 54.819 -243.955 0.000 8 214.837 Push_Long Max 55.030 -222.914 0.000 8 238.708 Push_Long Max 55.240 -201.874 0.000 8 262.578 Push_Long Max 55.451 -180.833 0.000 8 286.449 Push_Long Max 55.661 -159.793 0.000 8 310.320 Push_Long Max 55.871 -138.753 0.000 TYLI / R&e / L&B 27 Page 21 of 41 QCB-Seismic-V5.3.SDB 9. Frame results SAP2000 vl 4.2.5 - License #26585 28 January 2015 Table 23: Element Forces - Frames, Part 1 of 2 rame Station OutputCase StepType P V2 V3 in Kip Kip Kip 8 334.191 PushLong Max 56.082 -117.712 0.000 8 358.061 Push_Long Max 56.292 -96.672 0.000 8 381.932 PushLong Max 56.503 -75.631 0.000 8 405.803 Push_Long Max 56.713 -54.591 0.000 8 429.674 Push_Long Max 56.923 -33.550 0.000 8 453.544 Push_Long Max 57.134 -12.510 0.000 8 477.415 Push_Long Max 57.344 8.531 0.000 8 501.286 Push_Long Max 57.555 29.571 0.000 8 525.157 Push_Long Max 57.765 50.612 0.000 8 549.027 PushLong Max 57.975 71.652 0.000 8 0.000 Push_Long Min -89.337 -483.544 0.000 8 23.871 PushLong Min -89.127 -462.504 0.000 8 47.742 Push_Long Min -88.916 -441.463 0.000 8 71.612 Push_Long Min -88.706 -420.423 0.000 8 95.483 Push_Long Min -88.496 -399.383 0.000 8 119.354 PushLong Min -88.285 -378.342 0.000 8 143.225 PushLong Min -88.075 -357.302 0.000 8 167.095 PushLong Min -87.864 -336.261 0.000 8 190.966 PushLong Min -87.654 -315.221 0.000 8 214.837 Push_Long Min -87.444 -294.180 0.000 8 238.708 Push_Long Min -87.233 -273.140 0.000 8 262.578 Push_Long Min -87.023 -252.099 0.000 8 286.449 PushLong Min -86.812 -231.059 0.000 8 310.320 Push_Long Min -86.602 -210.018 0.000 8 334.191 Push_Long Min -86.392 -188.978 0.000 8 358.061 Push_Long Min -86.181 -167.938 0.000 8 381.932 Push Long Min -85.971 -146.897 0.000 8 405.803 PushLong Min -85.760 -125.857 0.000 8 429.674 Push_Long Min -85.550 -104.816 0.000 8 453.544 PushLong Min -85.340 -83.776 0.000 8 477.415 PushLong Min -85.129 -62.735 0.000 8 501.286 PushLong Min -84.919 -41.695 0.000 8 525.157 Push_Long Min -84.708 -20.654 0.000 8 549.027 PushLong Min -84.498 0.386 0.000 9 0.000 SELFWEIGHT Max -84.498 0.386 0.000 9 23.871 SELFWEIGHT Max -84.288 21.427 0.000 9 47.742 SELFWEIGHT Max -84.077 42.467 0.000 9 71.612 SELFWEIGHT Max -83.867 63.507 0.000 9 95.483 SELFWEIGHT Max -83.656 84.548 0.000 9 119.354 SELFWEIGHT Max -83.446 105.588 0.000 9 143.225 SELFWEIGHT Max -83.235 126.629 0.000 9 167.095 SELFWEIGHT Max -83.025 147.669 0.000 9 190.966 SELFWEIGHT Max -82.815 168.710 0.000 9 214.837 SELFWEIGHT Max -82.604 189.750 0.000 9 238.708 SELFWEIGHT Max -82.394 210.791 0.000 9 262.578 SELFWEIGHT Max -82.183 231.831 0.000 9 286.449 SELFWEIGHT Max -81.973 252.872 0.000 9 310.320 SELFWEIGHT Max -81.763 273.912 0.000 9 334.191 SELFWEIGHT Max -81.552 294.952 0.000 9 358.061 SELFWEIGHT Max -81.342 315.993 0.000 9 381.932 SELFWEIGHT Max -81.131 337.033 0.000 9 405.803 SELFWEIGHT Max -80.921 358.074 0.000 9 429.674 SELFWEIGHT Max -80.711 379.114 0.000 9 453.544 SELFWEIGHT Max -80.500 400.155 0.000 TYLI / R&B / L&B 28 Page 22 of 41 QCB - Seismic - V5.3.SDB 9. Frame results SAP2000 vl 4.2.5 - License #26585 28 January 2015 Table 23: Element Forces - Frames, Part 1 of 2 Frame Station OutputCase StepType P V2 V3 In Kip Kip Kip 9 477.415 SELFWEIGHT Max -80.290 421.195 0.000 9 501.286 SELFWEIGHT Max -80.079 442.236 0.000 9 525.157 SELFWEIGHT Max -79.869 463.276 0.000 9 549.027 SELFWEIGHT Max -79.659 484.317 0.000 9 0.000 SELFWEIGHT Min -84.498 0.386 0.000 9 23.871 SELFWEIGHT Min -84.288 21.427 0.000 9 47.742 SELFWEIGHT Min -84.077 42.467 0.000 9 71.612 SELFWEIGHT Min -83.867 63.507 0.000 9 95.483 SELFWEIGHT Min -83.656 84.548 0.000 9 119.354 SELFWEIGHT Min -83.446 105.588 0.000 9 143.225 SELFWEIGHT Min -83.235 126.629 0.000 9 167.095 SELFWEIGHT Min -83.025 147.669 0.000 9 190.966 SELFWEIGHT Min -82.815 168.710 0.000 9 214.837 SELFWEIGHT Min -82.604 189.750 0.000 9 238.708 SELFWEIGHT Min -82.394 210.791 0.000 9 262.578 SELFWEIGHT Min -82.183 231.831 0.000 9 286.449 SELR/VEIGHT Min -81.973 252.872 0.000 9 310.320 SELR/VEIGHT Min -81.763 273.912 0.000 9 334.191 SELFWEIGHT Min -81.552 294.952 0.000 9 358.061 SELFWEIGHT Min -81.342 315.993 0.000 9 381.932 SELFWEIGHT Min -81.131 337.033 0.000 9 405.803 SELFWEIGHT Min -80.921 358.074 0.000 9 429.674 SELFWEIGHT Min -80.711 379.114 0.000 9 453.544 SELFWEIGHT Min -80.500 400.155 0.000 9 477.415 SELFWEIGHT Min -80.290 421.195 0.000 9 501.286 SELFWEIGHT Min -80.079 442.236 0.000 9 525.157 SELFWEIGHT Min -79.869 463.276 0.000 9 549.027 SELFWEIGHT Min -79.659 484.317 0.000 9 0.000 Pusii_Long Max -7.393 72.306 0.000 9 23.871 Pusii_Long Max -7.182 93.346 0.000 9 47.742 Pusli_Long Max -6.972 114.387 0.000 9 71.612 Push_Long Max -6.762 135.427 0.000 9 95.483 PusiiLong Max -6.551 156.468 0.000 9 119.354 PusiiLong Max -6.341 177.508 0.000 9 143.225 Pusli_Long Max -6.130 198.548 0.000 9 167.095 Pusii_Long Max -5.920 219.589 0.000 9 190.966 Push_Long Max -5.710 240.629 0.000 9 214.837 Push_Long Max -5.499 261.670 0.000 9 238.708 Push_Long Max -5.289 282.710 0.000 9 262.578 PushLong Max -5.078 303.751 0.000 9 286.449 Push_Long Max -4.868 324.791 0.000 9 310.320 Push Long Max -4.658 345.832 0.000 9 334.191 Push_Long Max -4.447 366.872 0.000 9 358.061 Push_Long Max -4.237 387.913 0.000 9 381.932 Push_Long Max -4.026 408.953 0.000 9 405.803 Push_Long Max -3.816 429.993 0.000 9 429.674 Push_Long Max -3.606 451.034 0.000 9 453.544 PushLong Max -3.395 472.074 0.000 9 477.415 Push_Long Max -3.185 493.115 0.000 9 501.286 Push_Long Max -2.974 514.155 0.000 9 525.157 Push_Long Max -2.764 535.196 0.000 9 549.027 Push_Long Max -2.554 556.236 0.000 9 0.000 Push_Long Min -84.498 0.386 0.000 9 23.871 Push_Long Min -84.288 21.427 0.000 TYLI / R&e / L&6 29 Page 23 of 41 QCe - Seismic - V5.3.SDe 9. Frame results SAP2000 vl 4.2.5 - License #26585 28 January 2015 Table 23: Element Forces - Frames, Part 1 of 2 Frame Station OutputCase StepType P • • V2 V3 in Kip Kip Kip 9 47.742 Push_Long Min -84.077 42.467 0.000 9 71.612 Push_Long Min -83.867 63.507 0.000 9 95.483 PushLong Min -83.656 84.548 0.000 9 119.354 Push_Long Min -83.446 105.588 0.000 9 143.225 PushLong Min -83.235 126.629 0.000 9 167.095 Push_Long Min -83.025 147.669 0.000 9 190.966 PushLong Min -82.815 168.710 0.000 9 214.837 Push_Long Min -82.604 189.750 0.000 9 238.708 Push_Long Min -82.394 210.791 0.000 9 262.578 Push_Long Min -82.183 231.831 0.000 9 286.449 Pusii_Long Min -81.973 252.872 0.000 9 310.320 Push_Long Min -81.763 273.912 0.000 9 334.191 Push_Long Min -81.552 294.952 0.000 9 358.061 Pusii_Long Min -81.342 315.993 0.000 9 381.932 Pusii_Long Min -81.131 337.033 0.000 9 405.803 Push_Long Min -80.921 358.074 0.000 9 429.674 Pusti_Long Min -80.711 379.114 0.000 9 453.544 PusiiLong Min -80.500 400.155 0.000 9 477.415 Push_Long Min -80.290 421.195 0.000 9 501.286 Push_Long Min -80.079 442.236 0.000 9 525.157 Push_Long Min -79.869 463.276 0.000 9 549.027 Pusii_Long Min -79.659 484.317 0.000 10 0.000 SELFWEIGHT Max -79.659 484.317 0.000 10 262.513 SELFWEIGHT Max -77.345 715.704 0.000 10 525.026 SELFWEIGHT Max -75.031 947.092 0.000 10 0.000 SELFWEIGHT Min -79.659 484.317 0.000 10 262.513 SELFWEIGHT Min -77.345 715.704 0.000 10 525.026 SELFWEIGHT Min -75.031 947.092 0.000 10 0.000 Pusli_Long Max -65.083 556.890 0.000 10 262.513 Pusli_Long Max -62.770 788.277 0.000 10 525.026 Pusli_Long Max -60.456 1019.665 0.000 10 0.000 PushLong Min -107.944 484.317 0.000 10 262.513 Push_Long Min -105.630 715.704 0.000 10 525.026 PushLong Min -103.316 947.092 0.000 11 0.000 SELFWEIGHT Max -75.031 947.092 0.000 11 24.001 SELFWEIGHT Max -74.819 968.247 0.000 11 0.000 SELFWEIGHT Min -75.031 947.092 0.000 11 24.001 SELFWEIGHT Min -74.819 968.247 0.000 11 0.000 Push_Long Max -75.031 1020.319 0.000 11 24.001 Push_Long Max -74.819 1041.474 0.000 11 0.000 Push_Long Min -156.429 947.092 0.000 11 24.001 PushLong Min -156.217 968.247 0.000 12 0.000 SELFWEIGHT Max -7.068 -706.753 0.000 12 24.001 SELFWEIGHT Max -6.856 -685.597 0.000 12 0.000 SELFWEIGHT Min -7.068 -706.753 0.000 12 24.001 SELFWEIGHT Min -6.856 -685.597 0.000 12 0.000 Push_Long Max 256.011 -548.855 0.000 12 24.001 Push_Long Max 256.222 -527.700 0.000 12 0.000 Push_Long Min -7.068 -706.753 0.000 12 24.001 PushLong Min -6.856 -685.597 0.000 13 0.000 SELFWEIGHT Max -6.854 -685.597 0.000 13 66.378 SELFWEIGHT Max -6.269 -627.089 0.000 13 132.757 SELFWEIGHT Max -5.685 -568.581 0.000 13 0.000 SELFWEIGHT Min -6.854 -685.597 0.000 TYLI / R&6 / L&B 30 Page 24 of 41 QCB-Seismic-V5.3.SD6 9. Frame results SAP2000 vl4.2.5 - License #26585 28 January 2015 Table 23: Element Forces - Frames, Part 1 of 2 Frame Station OutputCase StepType P V2 V3 in Kip Kip Kip 13 66.378 SELFWEIGHT Min -6.269 -627.089 0.000 13 132.757 SELFWEIGHT Min -5.685 -568.581 0.000 13 0.000 PushLong Max 190.855 -527.046 0.000 13 66.378 PushLong Max 191.440 -468.538 0.000 13 132.757 Push_Long Max 192.025 -410.030 0.000 13 0.000 Push_Long Min -6.854 -685.597 0.000 13 66.378 Push_Long Min -6.269 -627.089 0.000 13 132.757 Push_Long Min -5.685 -568.581 0.000 14 0.000 SELFWEIGHT Max -5.689 -568.581 0.000 14 78.379 SELFWEIGHT Max -4.998 -499.496 0.000 14 156.758 SELFWEIGHT Max -4.307 -430.410 0.000 14 0.000 SELFWEIGHT Min -5.689 -568.581 0.000 14 78.379 SELFWEIGHT Min -4.998 -499.496 0.000 14 156.758 SELFWEIGHT Min -4.307 -430.410 0.000 14 0.000 Push_Long Max 126.654 -409.377 0.000 14 78.379 Pusii_Long Max 127.345 -340.292 0.000 14 156.758 Pusii_Long Max 128.036 -271.206 0.000 14 0.000 Pusti_Long Min -5.689 -568.581 0.000 14 78.379 Push Long Min -4.998 -499.496 0.000 14 156.758 PusiiLong Min -4.307 -430.410 0.000 15 0.000 SELFWEIGHT Max -4.303 -430.410 0.000 15 78.379 SELFWEIGHT Max -3.613 -361.324 0.000 15 156.758 SELFWEIGHT Max -2.922 -292.239 0.000 15 0.000 SELFWEIGHT Min -4.303 -430.410 0.000 15 78.379 SELFWEIGHT Min -3.613 -361.324 0.000 15 156.758 SELFWEIGHT Min -2.922 -292.239 0.000 15 0.000 PusiiLong Max 62.670 -270.551 0.000 15 78.379 Push_Long Max 63.361 -201.466 0.000 15 156.758 Pusli_Long Max 64.051 -132.380 0.000 15 0.000 Pusii_Long Min -4.303 -430.410 0.000 15 78.379 Pusli_Long Min -3.613 -361.324 0.000 15 156.758 Pusli_Long Min -2.922 -292.239 0.000 16 0.000 SELFWEIGHT Max -2.922 -292.239 0.000 16 78.379 SELFWEIGHT Max -2.231 -223.153 0.000 16 156.758 SELFWEIGHT Max -1.540 -154.067 0.000 16 0.000 SELFWEIGHT Min -2.922 -292.239 0.000 16 78.379 SELFWEIGHT Min -2.231 -223.153 0.000 16 156.758 SELFWEIGHT Min -1.540 -154.067 0.000 16 0.000 Push_Long Max -1.317 -131.726 0.000 16 78.379 Pusli_Long Max -0.626 -62.641 0.000 16 156.758 Pusli_Long Max 0.064 6.445 0.000 16 0.000 Push Long Min -2.922 -292.239 0.000 16 78.379 Push_Long Min -2.231 -223.153 0.000 16 156.758 PushLong Min -1.540 -154.067 0.000 17 0.000 SELFWEIGHT Max -1678.381 84.498 0.000 17 32.100 SELFWEIGHT Max -1728.938 84.498 0.000 17 64.200 SELFWEIGHT Max -1779.496 84.498 0.000 17 0.000 SELFWEIGHT Min -1678.381 84.498 0.000 17 32.100 SELFWEIGHT Min -1728.938 84.498 0.000 17 64.200 SELFWEIGHT Min -1779.496 84.498 0.000 17 0.000 Push_Long Max -1678.381 84.498 0.000 17 32.100 Push_Long Max -1728.938 84.498 0.000 17 64.200 Push_Long Max -1779.496 84.498 0.000 17 0.000 Push_Long Min -1869.716 -514.857 0.000 TYLI / R&6 / L&6 31 Page 25 of 41 QCB-Seismic-V5.3.SDB 9. Frame results SAP2000 vl4.2.5 - License #26585 28 January 2015 Table 23: Element Forces - Frames, Part 1 of 2 ame Station OutputCase StepType P V2 V3 in Kip Kip Kip 17 32.100 Push_Long Min -1920.274 -514.857 0.000 17 64.200 Pusti_Long Min -1970.831 -514.857 0.000 18 0.000 SELFWEIGHT Max -1779.496 84.498 0.000 18 59.066 SELFWEIGHT Max -1872.525 84.498 0.000 18 118.133 SELFWEIGHT Max -1965.555 84.498 0.000 18 0.000 SELFWEIGHT Min -1779.496 84.498 0.000 18 59.066 SELFWEIGHT Min -1872.525 84.498 0.000 18 118.133 SELFWEIGHT Min -1965.555 84.498 0.000 18 0.000 PusiiLong Max -1779.496 84.498 0.000 18 59.066 Pusii_Long Max -1872.525 84.498 0.000 18 118.133 Pusli_Long Max -1965.555 84.498 0.000 18 0.000 Pusli_Long Min -1970.831 -514.857 0.000 18 59.066 Pusli_Long Min -2063.861 -514.857 0.000 18 118.133 PushLong Min -2156.890 -514.857 0.000 19 0.000 SELFWEIGHT Max -1965.555 84.498 0.000 19 59.067 SELFWEIGHT Max -2058.585 84.498 0.000 19 118.134 SELFWEIGHT Max -2151.616 84.498 0.000 19 0.000 SELFWEIGHT Min -1965.555 84.498 0.000 19 59.067 SELFWEIGHT Min -2058.585 84.498 0.000 19 118.134 SELFWEIGHT Min -2151.616 84.498 0.000 19 0.000 Push_Long Max -1965.555 84.498 0.000 19 59.067 Push_Long Max -2058.585 84.498 0.000 19 118.134 Push_Long Max -2151.616 84.498 0.000 19 0.000 Push_Long Min -2156.890 -514.857 0.000 19 59.067 Push_Long Min -2249.921 -514.857 0.000 19 118.134 Push_Long Min -2342.951 -514.857 0.000 20 0.000 SELFWEIGHT Max -2151.616 84.498 0.000 20 59.066 SELFWEIGHT Max -2244.645 84.498 0.000 20 118.133 SELFWEIGHT Max -2337.675 84.498 0.000 20 0.000 SELFWEIGHT Min -2151.616 84.498 0.000 20 59.066 SELFWEIGHT Min -2244.645 84.498 0.000 20 118.133 SELFWEIGHT Min -2337.675 84.498 0.000 20 0.000 PushLong Max -2151.616 84.498 0.000 20 59.066 Push_Long Max -2244.645 84.498 0.000 20 118.133 Push_Long Max -2337.675 84.498 0.000 20 0.000 Push_Long Min -2342.951 -514.857 0.000 20 59.066 Push_Long Min -2435.981 -514.857 0.000 20 118.133 Push_Long Min -2529.011 -514.857 0.000 21 0.000 SELFWEIGHT Max -1674.238 -84.498 0.000 21 32.100 SELFWEIGHT Max -1724.796 -84.498 0.000 21 64.200 SELFWEIGHT Max -1775.353 -84.498 0.000 21 0.000 SELFWEIGHT Min -1674.238 -84.498 0.000 21 32.100 SELFWEIGHT Min -1724.796 -84.498 0.000 21 64.200 SELFWEIGHT Min -1775.353 -84.498 0.000 21 0.000 Push_Long Max -1580.176 -84.498 0.000 21 32.100 Push_Long Max -1630.733 -84.498 0.000 21 64.200 Push_Long Max -1681.291 -84.498 0.000 21 0.000 Push_Long Min -1674.238 -465.716 0.000 21 32.100 Push_Long Min -1724.796 -465.716 0.000 21 64.200 Push_Long Min -1775.353 -465.716 0.000 22 0.000 SELFWEIGHT Max -1775.353 -84.498 0.000 22 64.727 SELFWEIGHT Max -1877.298 -84.498 0.000 22 129.454 SELFWEIGHT Max -1979.243 -84.498 0.000 22 0.000 SELFWEIGHT Min -1775.353 -84.498 0.000 TYLI / R&e / L&6 32 Page 26 of 41 QC6 - Seismic - V5.3.SDe 9. Frame results SAP2000 vl4.2.5 - License #26585 28 January 2015 Table 23: Element Forces - Frames, Part 1 of 2 Frame Station OutputCase StepType P V2 V3 in Kip Kip Kip 22 64.727 SELFWEIGHT Min -1877.298 -84.498 0.000 22 129.454 SELFWEIGHT Min -1979.243 -84.498 0.000 22 0.000 Pusii_Long Max -1681.291 -84.498 0.000 22 64.727 Pusli_Long Max -1783.235 -84.498 0.000 22 129.454 Pusli_Long Max -1885.180 -84.498 0.000 22 0.000 Pusli_Long Min -1775.353 -465.716 0.000 22 64.727 Pusli_Long Min -1877.298 -465.716 0.000 22 129.454 Pusli_Long Min -1979.243 -465.716 0.000 23 0.000 SELFWEIGHT Max -1979.243 -84.498 0.000 23 64.727 SELFWEIGHT Max -2081.188 -84.498 0.000 23 129.454 SELFWEIGHT Max -2183.132 -84.498 0.000 23 0.000 SELFWEIGHT Min -1979.243 -84.498 0.000 23 64.727 SELFWEIGHT Min -2081.188 -84.498 0.000 23 129.454 SELFWEIGHT Min -2183.132 -84.498 0.000 23 0.000 Push_Long Max -1885.180 -84.498 0.000 23 64.727 Push_Long Max -1987.125 -84.498 0.000 23 129.454 PushLong Max -2089.070 -84.498 0.000 23 0.000 Pusli_Long Min -1979.243 -465.716 0.000 23 64.727 Push_Long Min -2081.188 -465.716 0.000 23 129.454 Push_Long Min -2183.132 -465.716 0.000 24 0.000 SELFWEIGHT Max -2183.132 -84.498 0.000 24 64.726 SELFWEIGHT Max -2285.076 -84.498 0.000 24 129.452 SELFWEIGHT Max -2387.020 -84.498 0.000 24 0.000 SELFWEIGHT Min -2183.132 -84.498 0.000 24 64.726 SELFWEIGHT Min -2285.076 -84.498 0.000 24 129.452 SELFWEIGHT Min -2387.020 -84.498 0.000 24 0.000 Push_Long Max -2089.070 -84.498 0.000 24 64.726 Push_Long Max -2191.013 -84.498 0.000 24 129.452 Push_Long Max -2292.957 -84.498 0.000 24 0.000 Push_Long Min -2183.132 -465.716 0.000 24 64.726 Push_Long Min -2285.076 -465.716 0.000 24 129.452 Push_Long Min -2387.020 -465.716 0.000 Table 23: Element Forces - Frames, Part 2 of 2 Table 23: Element Forces - Frames, Part 2 of 2 " Frame station OutputCase StepType •T M2 M3 in Kip-in Kip-in Kip-in 1 0.000 SELFWEIGHT Max 0.000 0.000 -2.910E-11 1 22.394 SELFWEIGHT Max 0.000 0.000 -3743.394 1 44.788 SELFWEIGHT Max 0.000 0.000 -7928.817 1 67.182 SELFWEIGHT Max 0.000 0.000 -12556.269 1 89.576 SELFWEIGHT Max 0.000 0.000 -17625.752 1 111.970 SELFWEIGHT Max 0.000 0.000 -23137.264 1 134.364 SELFWEIGHT Max 0.000 0.000 -29090.805 1 156.758 SELFWEIGHT Max 0.000 0.000 -35486.376 1 0.000 SELFWEIGHT Min 0.000 0.000 -2.910E-11 1 22.394 SELFWEIGHT Min 0.000 0.000 -3743.394 1 44.788 SELFWEIGHT Min 0.000 0.000 -7928.817 1 67.182 SELFWEIGHT Min 0.000 0.000 -12556.269 1 89.576 SELFWEIGHT Min 0.000 0.000 -17625.752 1 111.970 SELFWEIGHT Min 0.000 0.000 -23137.264 1 134.364 SELFWEIGHT Min 0.000 0.000 -29090.805 TYLI / R&e / L&6 33 Page 27 of 41 QCe - Seismic - V5.3.SD6 9. Frame results SAP2000 vl 4.2.5 - License #26585 28 January 2015 Frame Station in Table 23: Element Forces - Frames, OutputCase StepType Part 2 of 2 T Kip-in M2 Kip-in M3 Kip-in 1 156.758 SELFWEIGHT Min 0.000 0.000 -35486.376 1 0.000 Push_Long Max 0.000 0.000 -2.910E-11 1 22.394 Pusli_Long Max 0.000 0.000 -3743.394 1 44.788 Pusli_Long Max 0.000 0.000 -7928.817 1 67.182 Pusli_Long Max 0.000 0.000 -12556.269 1 89.576 Pusli_Long Max 0.000 0.000 -17625.752 1 111.970 PushLong Max 0.000 0.000 -23137.264 1 134.364 Pusli_Long Max 0.000 0.000 -29090.805 1 156.758 Pusli_Long Max 0.000 0.000 -35486.376 1 0.000 Pusli_Long Min 0.000 0.000 -1.361E-10 1 22.394 Push_Long Min 0.000 0.000 -9655.612 1 44.788 Pusii_Long Min 0.000 0.000 -19753.254 1 67.182 Pusii_Long Min 0.000 0.000 -30292.925 1 89.576 Pusli_Long Min 0.000 0.000 -41274.626 1 111.970 Pusli_Long Min 0.000 0.000 -52698.356 1 134.364 Push_Long Min 0.000 0.000 -64564.116 1 156.758 Pusli_Long Min 0.000 0.000 -76871.906 2 0.000 SELFWEIGHT Max 0.000 0.000 -35486.376 2 22.394 SELFWEIGHT Max 0.000 0.000 -42323.977 2 44.788 SELFWEIGHT Max 0.000 0.000 -49603.607 2 67.182 SELFWEIGHT Max 0.000 0.000 -57325.267 2 89.576 SELFWEIGHT Max 0.000 0.000 -65488.957 2 111.970 SELFWEIGHT Max 0.000 0.000 -74094.676 2 134.364 SELFWEIGHT Max 0.000 0.000 -83142.425 2 156.758 SELFWEIGHT Max 0.000 0.000 -92632.203 2 0.000 SELFWEIGHT Min 0.000 0.000 -35486.376 2 22.394 SELFWEIGHT Min 0.000 0.000 -42323.977 2 44.788 SELFWEIGHT Min 0.000 0.000 -49603.607 2 67.182 SELFWEIGHT Min 0.000 0.000 -57325.267 2 89.576 SELFWEIGHT Min 0.000 0.000 -65488.957 2 111.970 SELFWEIGHT Min 0.000 0.000 -74094.676 2 134.364 SELFWEIGHT Min 0.000 0.000 -83142.425 2 156.758 SELFWEIGHT Min 0.000 0.000 -92632.203 2 0.000 Push_Long Max 0.000 0.000 -35486.376 2 22.394 Push_Long Max 0.000 0.000 -42323.977 2 44.788 Push_Long Max 0.000 0.000 -49603.607 2 67.182 Push_Long Max 0.000 0.000 -57325.267 2 89.576 Push_Long Max 0.000 0.000 -65488.957 2 111.970 Push_Long Max 0.000 0.000 -74094.676 2 134.364 Push_Long Max 0.000 0.000 -83142.425 2 156.758 Push_Long Max 0.000 0.000 -92632.203 2 0.000 Push_Long Min 0.000 0.000 -76871.906 2 22.394 Push_Long Min 0.000 0.000 -89636.372 2 44.788 Push_Long Min 0.000 0.000 -102842.867 2 67.182 Push_Long Min 0.000 0.000 -116491.393 2 89.576 Push_Long Min 0.000 0.000 -130581.948 2 111.970 Push_Long Min 0.000 0.000 -145114.532 2 134.364 Push_Long Min 0.000 0.000 -160089.147 2 156.758 Push_Long Min 0.000 0.000 -175505.790 3 0.000 SELFWEIGHT Max 0.000 0.000 -92632.203 3 22.394 SELFWEIGHT Max 0.000 0.000 -102564.011 3 44.788 SELFWEIGHT Max 0.000 0.000 -112937.849 3 67.182 SELFWEIGHT Max 0.000 0.000 -123753.716 3 89.576 SELFWEIGHT Max 0.000 0.000 -135011.613 TYLI / R&e / L&e 34 Page 28 of 41 QC6 - Seismic - V5.3.SD6 9. Frame results SAP2000 vl 4.2.5 - License #26585 28 January 2015 Table 23: Element Forces - Frames, Part 2 of 2 ame Station OutputCase StepType T M2 M3 in Kip-in Kip-in Kip-in 3 111.970 SELFWEIGHT Max 0.000 0.000 -146711.539 3 134.364 SELFWEIGHT Max 0.000 0.000 -158853.495 3 156.758 SELFWEIGHT Max 0.000 0.000 -171437.481 3 0.000 SELFWEIGHT Min 0.000 0.000 -92632.203 3 22.394 SELFWEIGHT Min 0.000 0.000 -102564.011 3 44.788 SELFWEIGHT Min 0.000 0.000 -112937.849 3 67.182 SELFWEIGHT Min 0.000 0.000 -123753.716 3 89.576 SELFWEIGHT Min 0.000 0.000 -135011.613 3 111.970 SELFWEIGHT Min 0.000 0.000 -146711.539 3 134.364 SELFWEIGHT Min 0.000 0.000 -158853.495 3 156.758 SELFWEIGHT Min 0.000 0.000 -171437.481 3 0.000 Push_Long Max 0.000 0.000 -92632.203 3 22.394 Push_Long Max 0.000 0.000 -102564.011 3 44.788 Push_Long Max 0.000 0.000 -112937.849 3 67.182 Push_Long Max 0.000 0.000 -123753.716 3 89.576 Push_Long Max 0.000 0.000 -135011.613 3 111.970 Push_Long Max 0.000 0.000 -146711.539 3 134.364 Push_Long Max 0.000 0.000 -158853.495 3 156.758 Push_Long Max 0.000 0.000 -171437.481 3 0.000 Push_Long Min 0.000 0.000 -175505.790 3 22.394 Push_Long Min 0.000 0.000 -191379.088 3 44.788 Push_Long Min 0.000 0.000 -207694.416 3 67.182 Push_Long Min 0.000 0.000 -224451.773 3 89.576 Push_Long Min 0.000 0.000 -241651.160 3 111.970 Push_Long Min 0.000 0.000 -259292.576 3 134.364 Push_Long Min 0.000 0.000 -277376.022 3 156.758 Push_Long Min 0.000 0.000 -295901.498 4 0.000 SELFWEIGHT Max 0.000 0.000 -171437.481 4 22.126 SELFWEIGHT Max 0.000 0.000 -184305.070 4 44.252 SELFWEIGHT Max 0.000 0.000 -197604.178 4 66.378 SELFWEIGHT Max 0.000 0.000 -211334.803 4 88.504 SELFWEIGHT Max 0.000 0.000 -225496.947 4 110.631 SELFWEIGHT Max 0.000 0.000 -240090.608 4 132.757 SELFWEIGHT Max 0.000 0.000 -255115.787 4 0.000 SELFWEIGHT Min 0.000 0.000 -171437.481 4 22.126 SELFWEIGHT Min 0.000 0.000 -184305.070 4 44.252 SELFWEIGHT Min 0.000 0.000 -197604.178 4 66.378 SELFWEIGHT Min 0.000 0.000 -211334.803 4 88.504 SELFWEIGHT Min 0.000 0.000 -225496.947 4 110.631 SELFWEIGHT Min 0.000 0.000 -240090.608 4 132.757 SELFWEIGHT Min 0.000 0.000 -255115.787 4 0.000 Push_Long Max 0.000 0.000 -171437.481 4 22.126 Push_Long Max 0.000 0.000 -184305.070 4 44.252 PushLong Max 0.000 0.000 -197604.178 4 66.378 PushLong Max 0.000 0.000 -211334.803 4 88.504 Push_Long Max 0.000 0.000 -225496.947 4 110.631 PushLong Max 0.000 0.000 -240090.608 4 132.757 PushLong Max 0.000 0.000 -255115.787 4 0.000 Push_Long Min 0.000 0.000 -295901.498 4 22.126 Push_Long Min 0.000 0.000 -314653.966 4 44.252 Push_Long Min 0.000 0.000 -333837.952 4 66.378 Push_Long Min 0.000 0.000 -353453.456 4 88.504 Push_Long Min 0.000 0.000 -373500.478 4 110.631 Push_Long Min 0.000 0.000 -393979.018 TYLI / R&e / L&6 35 Page 29 of 41 QC6 - Seismic - V5.3.SD6 9. Frame results SAP2000 vl 4.2.5 - License #26585 28 January 2015 Table 23: Element Forces - Frames, Part 2 of 2 ame Station OutputCase StepType T iVI2 M3 in Kip-in Kip-in Kip-in 4 132.757 Pusli_Long Min 0.000 0.000 -414889!076'~ 5 0.000 SELFWEIGHT Max 0.000 0.000 -255115.787 5 24.001 SELFWEIGHT Max 0.000 0.000 -271902.208 5 0.000 SELFWEIGHT Min 0.000 0.000 -255115.787 5 24.001 SELFWEIGHT Min 0.000 0.000 -271902.208 5 0.000 Push_Long Max 0.000 0.000 -255115.787 5 24.001 Pusli_Long Max 0.000 0.000 -271902.208 5 0.000 PushLong Min 0.000 0.000 -414889.076 5 24.001 PusiiLong Min 0.000 0.000 -438074.794 6 0.000 SELFWEIGHT Max 0.000 0.000 -307272.851 6 24.001 SELFWEIGHT Max 0.000 0.000 -284306.171 6 0.000 SELFWEIGHT Min 0.000 0.000 -307272.851 6 24.001 SELFWEIGHT Min 0.000 0.000 -284306.171 6 0.000 Pusli_Long Max 0.000 0.000 -222555.895 6 24.001 Pusii_Long Max 0.000 0.000 -201268.305 6 0.000 Pusli_Long Min 0.000 0.000 -307272.851 6 24.001 Pusli_Long Min 0.000 0.000 -284306.171 7 0.000 SELFWEIGHT Max 0.000 0.000 -284306.171 7 23.865 SELFWEIGHT Max 0.000 0.000 -261973.420 7 47.730 SELFWEIGHT Max 0.000 0.000 -240142.672 7 71.594 SELFWEIGHT Max 0.000 0.000 -218813.925 7 95.459 SELFWEIGHT Max 0.000 0.000 -197987.181 7 119.324 SELFWEIGHT Max 0.000 0.000 -177662.439 7 143.189 SELFWEIGHT Max 0.000 0.000 -157839.699 7 167.054 SELFWEIGHT Max 0.000 0.000 -138518.961 7 190.919 SELFWEIGHT Max 0.000 0.000 -119700.226 7 214.783 SELFWEIGHT Max 0.000 0.000 -101383.492 7 238.648 SELFWEIGHT Max 0.000 0.000 -83568.761 7 262.513 SELFWEIGHT Max 0.000 0.000 -66256.031 7 286.378 SELFWEIGHT Max 0.000 0.000 -49445.304 7 310.243 SELFWEIGHT Max 0.000 0.000 -33136.579 7 334.108 SELFWEIGHT Max 0.000 0.000 -17329.857 7 357.972 SELFWEIGHT Max 0.000 0.000 -2025.136 7 381.837 SELFWEIGHT Max 0.000 0.000 12777.583 7 405.702 SELFWEIGHT Max 0.000 0.000 27078.299 7 429.567 SELFWEIGHT Max 0.000 0.000 40877.013 7 453.432 SELFWEIGHT Max 0.000 0.000 54173.725 7 477.297 SELFWEIGHT Max 0.000 0.000 66968.435 7 501.161 SELFWEIGHT Max 0.000 0.000 79261.143 7 525.026 SELFWEIGHT Max 0.000 0.000 91051.848 7 0.000 SELFWEIGHT Min 0.000 0.000 -284306.171 7 23.865 SELFWEIGHT Min 0.000 0.000 -261973.420 7 47.730 SELFWEIGHT Min 0.000 0.000 -240142.672 7 71.594 SELFWEIGHT Min 0.000 0.000 -218813.925 7 95.459 SELFWEIGHT Min 0.000 0.000 -197987.181 7 119.324 SELFWEIGHT Min 0.000 0.000 -177662.439 7 143.189 SELFWEIGHT Min 0.000 0.000 -157839.699 7 167.054 SELFWEIGHT Min 0.000 0.000 -138518.961 7 190.919 SELFWEIGHT Min 0.000 0.000 -119700.226 7 214.783 SELFWEIGHT Min 0.000 0.000 -101383.492 7 238.648 SELFWEIGHT Min 0.000 0.000 -83568.761 7 262.513 SELFWEIGHT Min 0.000 0.000 -66256.031 7 286.378 SELFWEIGHT Min 0.000 0.000 -49445.304 7 310.243 SELFWEIGHT Min 0.000 0.000 -33136.579 TYLI / R&B / L&B 36 Page 30 of 41 QCB - Seismic - V5.3.SDB 9. Frame results SAP2000 vl 4.2.5 - License #26585 28 January 2015 ame Station in Table 23: Element Forces - Frames, Part 2 of 2 OutputCase StepType T Kip-in M2 Kip-in M3 Kip-in 7 334.108 SELFWEIGHT Min 0.000 0.000 -17329.857 7 357.972 SELFWEIGHT Min 0.000 0.000 -2025.136 7 381.837 SELFWEIGHT Min 0.000 0.000 12777.583 7 405.702 SELFWEIGHT Min 0.000 0.000 27078.299 7 429.567 SELFWEIGHT Min 0.000 0.000 40877.013 7 453.432 SELFWEIGHT Min 0.000 0.000 54173.725 7 477.297 SELFWEIGHT Min 0.000 0.000 66968.435 7 501.161 SELFWEIGHT Min 0.000 0.000 79261.143 7 525.026 SELFWEIGHT Min 0.000 0.000 91051.848 7 0.000 Push_Long Max 0.000 0.000 -201268.305 7 23.865 Push_Long Max 0.000 0.000 -180620.704 7 47.730 Pusti_Long Max 0.000 0.000 -160475.105 7 71.594 Pusti_Long Max 0.000 0.000 -140831.508 7 95.459 Pusti_Long Max 0.000 0.000 -121689.913 7 119.324 Pusti_Long Max 0.000 0.000 -103050.320 7 143.189 Pusti_Long Max 0.000 0.000 -84912.730 7 167.054 Push_Long Max 0.000 0.000 -67277.141 7 190.919 Pusli_Long Max 0.000 0.000 -50143.555 7 214.783 Pusti_Long Max 0.000 0.000 -33511.971 7 238.648 Pusti_Long Max 0.000 0.000 -17382.389 7 262.513 Pusti_Long Max 0.000 0.000 -1754.809 7 286.378 Pusii_Long Max 0.000 0.000 13370.769 7 310.243 Pusti_Long Max 0.000 0.000 27994.344 7 334.108 Pusii_Long Max 0.000 0.000 42115.918 7 357.972 Pusli_Long Max 0.000 0.000 55735.489 7 381.837 Pusli_Long Max 0.000 0.000 68853.058 7 405.702 Pusli_Long Max 0.000 0.000 81468.625 7 429.567 Push_Long Max 0.000 0.000 93582.190 7 453.432 Pusli_Long Max 0.000 0.000 105193.752 7 477.297 Pusli_Long Max 0.000 0.000 116303.313 7 501.161 Pusii_Long Max 0.000 0.000 126910.871 7 525.026 Push_Long Max 0.000 0.000 137016.428 7 0.000 Pusli_Long Min 0.000 0.000 -284306.171 7 23.865 Pusli_Long Min 0.000 0.000 -261973.420 7 47.730 Pusli_Long Min 0.000 0.000 -240142.672 7 71.594 Push_Long Min 0.000 0.000 -218813.925 7 95.459 Push_Long Min 0.000 0.000 -197987.181 7 119.324 Pusli_Long Min 0.000 0.000 -177662.439 7 143.189 Push_Long Min 0.000 0.000 -157839.699 7 167.054 Push_Long Min 0.000 0.000 -138518.961 7 190.919 PushLong Min 0.000 0.000 -119700.226 7 214.783 Push_Long Min 0.000 0.000 -101383.492 7 238.648 Push_Long Min 0.000 0.000 -83568.761 7 262.513 Push_Long Min 0.000 0.000 -66256.031 7 286.378 Push_Long Min 0.000 0.000 -49445.304 7 310.243 Push_Long Min 0.000 0.000 -33136.579 7 334.108 PushLong Min 0.000 0.000 -17329.857 7 357.972 Push__Long Min 0.000 0.000 -2025.136 7 381.837 Push_Long Min 0.000 0.000 12777.583 7 405.702 Push_Long Min 0.000 0.000 27078.299 7 429.567 Push_Long Min 0.000 0.000 40877.013 7 453.432 Push_Long Min 0.000 0.000 54173.725 7 477.297 Push_Long Min 0.000 0.000 66968.435 7 501.161 Push_Long Min 0.000 0.000 79261.143 TYLI / R&B / L&B 37 Page 31 of 41 QCe - Seismic - V5.3.SDe 9. Frame results SAP2000 vl 4.2.5 - License #26585 28 January 2015 Table 23: Element Forces - Frames, Part 2 of 2 ame Station OutputCase StepType T M2 M3 in Kip-in Kip-in Kip-in 7 525.026 Pusti_Long Min 0.000 0.000 91051.848 8 0.000 SELRWEIGHT Max 0.000 0.000 91051.848 8 23.871 SELFWEIGHT Max 0.000 0.000 102343.294 8 47.742 SELRWEIGHT Max 0.000 0.000 113132.488 8 71.612 SELFWEIGHT Max 0.000 0.000 123419.431 8 95.483 SELFWEIGHT Max 0.000 0.000 133204.122 8 119.354 SELFWEIGHT Max 0.000 0.000 142486.561 8 143.225 SELFWEIGHT Max 0.000 0.000 151266.748 8 167.095 SELFWEIGHT Max 0.000 0.000 159544.685 8 190.966 SELFWEIGHT Max 0.000 0.000 167320.369 8 214.837 SELRWEIGHT Max 0.000 0.000 174593.802 8 238.708 SELFWEIGHT Max 0.000 0.000 181364.983 8 262.578 SELFWEIGHT Max 0.000 0.000 187633.912 8 286.449 SELFWEIGHT Max 0.000 0.000 193400.590 8 310.320 SELFWEIGHT Max 0.000 0.000 198665.017 8 334.191 SELFWEIGHT Max 0.000 0.000 203427.191 8 358.061 SELFWEIGHT Max 0.000 0.000 207687.114 8 381.932 SELFWEIGHT Max 0.000 0.000 211444.786 8 405.803 SELFWEIGHT Max 0.000 0.000 214700.206 8 429.674 SELFWEIGHT Max 0.000 0.000 217453.374 8 453.544 SELFWEIGHT Max 0.000 0.000 219704.290 8 477.415 SELFWEIGHT Max 0.000 0.000 221452.955 8 501.286 SELFWEIGHT Max 0.000 0.000 222699.369 8 525.157 SELFWEIGHT Max 0.000 0.000 223443.530 8 549.027 SELFWEIGHT Max 0.000 0.000 223685.441 8 0.000 SELFWEIGHT Min 0.000 0.000 91051.848 8 23.871 SELFWEIGHT Min 0.000 0.000 102343.294 8 47.742 SELFWEIGHT Min 0.000 0.000 113132.488 8 71.612 SELFWEIGHT Min 0.000 0.000 123419.431 8 95.483 SELFWEIGHT Min 0.000 0.000 133204.122 8 119.354 SELFWEIGHT Min 0.000 0.000 142486.561 8 143.225 SELFWEIGHT Min 0.000 0.000 151266.748 8 167.095 SELFWEIGHT Min 0.000 0.000 159544.685 8 190.966 SELFWEIGHT Min 0.000 0.000 167320.369 8 214.837 SELFWEIGHT Min 0.000 0.000 174593.802 8 238.708 SELFWEIGHT Min 0.000 0.000 181364.983 8 262.578 SELFWEIGHT Min 0.000 0.000 187633.912 8 286.449 SELFWEIGHT Min 0.000 0.000 193400.590 8 310.320 SELFWEIGHT Min 0.000 0.000 198665.017 8 334.191 SELFWEIGHT Min 0.000 0.000 203427.191 8 358.061 SELFWEIGHT Min 0.000 0.000 207687.114 8 381.932 SELFWEIGHT Min 0.000 0.000 211444.786 8 405.803 SELFWEIGHT Min 0.000 0.000 214700.206 8 429.674 SELFWEIGHT Min 0.000 0.000 217453.374 8 453.544 SELFWEIGHT Min 0.000 0.000 219704.290 8 477.415 SELFWEIGHT Min 0.000 0.000 221452.955 8 501.286 SELFWEIGHT Min 0.000 0.000 222699.369 8 525.157 SELFWEIGHT Min 0.000 0.000 223443.530 8 549.027 SELFWEIGHT Min 0.000 0.000 223685.441 8 0.000 Push_Long Max 0.000 0.000 137016.428 8 23.871 Push_Long Max 0.000 0.000 146606.701 8 47.742 Push_Long Max 0.000 0.000 155694.724 8 71.612 Push_Long Max 0.000 0.000 164280.494 8 95.483 PushLong Max 0.000 0.000 172364.013 TYLI / R&B / L&B 38 Page 32 of 41 QCB - Seismic - V5.3.SDB 9. Frame results SAP2000 vl 4.2.5 - License #26585 28 January 2015 Table 23: Element Forces - Frames, Part 2 of 2 rame Station OutputCase StepType T M2 M3 in Kip-in Kip-in Kip-in 8 119.354 Push_Long Max 0.000 0.000 179945.280 8 143.225 Push_Long Max 0.000 0.000 187024.296 8 167.095 Pusti_Long Max 0.000 0.000 193601.060 8 190.966 Push_Long Max 0.000 0.000 199675.572 8 214.837 PusiiLong Max 0.000 0.000 205247.833 8 238.708 Pusti_Long Max 0.000 0.000 210317.843 8 262.578 Pusli_Long Max 0.000 0.000 214885.600 8 286.449 Pusii_Long Max 0.000 0.000 218951.106 8 310.320 PusiiLong Max 0.000 0.000 222514.360 8 334.191 Pusli_Long Max 0.000 0.000 225575.363 8 358.061 Push_Long Max 0.000 0.000 228134.114 8 381.932 Pusli_Long Max 0.000 0.000 230190.614 8 405.803 Push_Long Max 0.000 0.000 231744.862 8 429.674 Pusli_Long Max 0.000 0.000 232796.858 8 453.544 Push_Long Max 0.000 0.000 233346.602 8 477.415 Push_Long Max 0.000 0.000 233394.095 8 501.286 PushLong Max 0.000 0.000 232939.337 8 525.157 PushLong Max 0.000 0.000 231982.327 8 549.027 Pusli_Long Max 0.000 0.000 230523.065 8 0.000 Pusli_Long Min 0.000 0.000 91051.848 8 23.871 PushLong Min 0.000 0.000 102343.294 8 47.742 PushLong Min 0.000 0.000 113132.488 8 71.612 PushLong Min 0.000 0.000 123419.431 8 95.483 Push_Long Min 0.000 0.000 133204.122 8 119.354 Push_Long Min 0.000 0.000 142486.561 8 143.225 Push_Long Min 0.000 0.000 151266.748 8 167.095 Push_Long Min 0.000 0.000 159544.685 8 190.966 PushLong Min 0.000 0.000 167320.369 8 214.837 Push_Long Min 0.000 0.000 174593.802 8 238.708 Push_Long Min 0.000 0.000 181364.983 8 262.578 Push_Long Min 0.000 0.000 187633.912 8 286.449 Push_Long Min 0.000 0.000 193400.590 8 310.320 Push_Long Min 0.000 0.000 198665.017 8 334.191 PushLong Min 0.000 0.000 203427.191 8 358.061 PushLong Min 0.000 0.000 207687.114 8 381.932 PushLong Min 0.000 0.000 211444.786 8 405.803 Push Long Min 0.000 0.000 214700.206 8 429.674 Push_Long Min 0.000 0.000 217453.374 8 453.544 Push Long Min 0.000 0.000 219704.290 8 477.415 PushLong Min 0.000 0.000 221452.955 8 501.286 Push_Long Min 0.000 0.000 222699.369 8 525.157 Push Long Min 0.000 0.000 223443.530 8 549.027 Push_Long Min 0.000 0.000 223685.441 9 0.000 SELFWEIGHT Max 0.000 0.000 223685.441 9 23.871 SELFWEIGHT Max 0.000 0.000 223425.099 9 47.742 SELFWEIGHT Max 0.000 0.000 222662.506 9 71.612 SELFWEIGHT Max 0.000 0.000 221397.661 9 95.483 SELFWEIGHT Max 0.000 0.000 219630.565 9 119.354 SELFWEIGHT Max 0.000 0.000 217361.217 9 143.225 SELFWEIGHT Max 0.000 0.000 214589.617 9 167.095 SELFWEIGHT Max 0.000 0.000 211315.766 9 190.966 SELFWEIGHT Max 0.000 0.000 207539.663 9 214.837 SELFWEIGHT Max 0.000 0.000 203261.309 9 238.708 SELFWEIGHT Max 0.000 0.000 198480.702 TYLI / R&e / L&B 39 Page 33 of 41 QCB - Seismic - V5.3.SDB 9. Frame results SAP2000 vl 4.2.5 - License #26585 28 January 2015 Table 23: Element Forces - Frames, Part 2 of 2 ame Station OutputCase StepType T M2 M3 in Kip-in Kip-in Kip-in 9 262.578 SELFWEIGHT Max 0.000 0.000 193197.845 9 286.449 SELFWEIGHT Max 0.000 0.000 187412.735 9 310.320 SELFWEIGHT Max 0.000 0.000 181125.374 9 334.191 SELFWEIGHT Max 0.000 0.000 174335.762 9 358.061 SELFWEIGHT Max 0.000 0.000 167043.898 9 381.932 SELFWEIGHT Max 0.000 0.000 159249.782 9 405.803 SELFWEIGHT Max 0.000 0.000 150953.414 9 429.674 SELFWEIGHT Max 0.000 0.000 142154.795 9 453.544 SELFWEIGHT Max 0.000 0.000 132853.925 9 477.415 SELFWEIGHT Max 0.000 0.000 123050.802 9 501.286 SELFWEIGHT Max 0.000 0.000 112745.429 9 525.157 SELFWEIGHT Max 0.000 0.000 101937.803 9 549.027 SELFWEIGHT Max 0.000 0.000 90627.926 9 0.000 SELFWEIGHT Min 0.000 0.000 223685.441 9 23.871 SELFWEIGHT Min 0.000 0.000 223425.099 9 47.742 SELFWEIGHT Min 0.000 0.000 222662.506 9 71.612 SELFWEIGHT Min 0.000 0.000 221397.661 9 95.483 SELFWEIGHT Min 0.000 0.000 219630.565 9 119.354 SELFWEIGHT Min 0.000 0.000 217361.217 9 143.225 SELFWEIGHT Min 0.000 0.000 214589.617 9 167.095 SELFWEIGHT Min 0.000 0.000 211315.766 9 190.966 SELFWEIGHT Min 0.000 0.000 207539.663 9 214.837 SELFWEIGHT Min 0.000 0.000 203261.309 9 238.708 SELFWEIGHT Min 0.000 0.000 198480.702 9 262.578 SELFWEIGHT Min 0.000 0.000 193197.845 9 286.449 SELFWEIGHT Min 0.000 0.000 187412.735 9 310.320 SELFWEIGHT Min 0.000 0.000 181125.374 9 334.191 SELFWEIGHT Min 0.000 0.000 174335.762 9 358.061 SELFWEIGHT Min 0.000 0.000 167043.898 9 381.932 SELFWEIGHT Min 0.000 0.000 159249.782 9 405.803 SELFWEIGHT Min 0.000 0.000 150953.414 9 429.674 SELFWEIGHT Min 0.000 0.000 142154.795 9 453.544 SELFWEIGHT Min 0.000 0.000 132853.925 9 477.415 SELFWEIGHT Min 0.000 0.000 123050.802 9 501.286 SELFWEIGHT Min 0.000 0.000 112745.429 9 525.157 SELFWEIGHT Min 0.000 0.000 101937.803 9 549.027 SELFWEIGHT Min 0.000 0.000 90627.926 9 0.000 Push_Long Max 0.000 0.000 230523.065 9 23.871 Push_Long Max 0.000 0.000 228545.947 9 47.742 Push_Long Max 0.000 0.000 226081.439 9 71.612 Puslri_Long Max 0.000 0.000 223229.554 9 95.483 Push_Long Max 0.000 0.000 219875.419 9 119.354 Push_Long Max 0.000 0.000 217361.217 9 143.225 Push_Long Max 0.000 0.000 214589.617 9 167.095 Push_Long Max 0.000 0.000 211315.766 9 190.966 Push_Long Max 0.000 0.000 207539.663 9 214.837 Push_Long Max 0.000 0.000 203261.309 9 238.708 Push_Long Max 0.000 0.000 198480.702 9 262.578 Push_Long Max 0.000 0.000 193197.845 9 286.449 Push_Long Max 0.000 0.000 187412.735 9 310.320 Push_Long Max 0.000 0.000 181125.374 9 334.191 Push_Long Max 0.000 0.000 174335.762 9 358.061 Push_Long Max 0.000 0.000 167043.898 9 381.932 Push_Long Max 0.000 0.000 159249.782 TYLI / R&e / L&e 40 Page 34 of 41 QCB-Seismic-V5.3.SDB 9. Frame results SAP2000 vl 4.2.5 - License #26585 28 January 2015 Table 23: Element Forces - Frames, Part 2 of 2 Frame Station OutputCase StepType M2 M3 in Kip-in Kip'in Kip-in 9 405.803 PushLong Max 0.000 0.000 150953.414 9 429.674 Pusti_Long Max 0.000 0.000 142154.795 9 453.544 Pusli_Long Max 0.000 0.000 132853.925 9 477.415 PushLong Max 0.000 0.000 123050.802 9 501.286 Pusti_Long Max 0.000 0.000 112745.429 9 525.157 Push_Long Max 0.000 0.000 101937.803 9 549.027 Pusli_Long Max 0.000 0.000 90627.926 9 0.000 Pusli_Long Min 0.000 0.000 223685.441 9 23.871 Push_Long Min 0.000 0.000 223425.099 9 47.742 Pusli_Long Min 0.000 0.000 222662.506 9 71.612 PushLong Min 0.000 0.000 220008.640 9 95.483 PushLong Min 0.000 0.000 216841.413 9 119.354 PushLong Min 0.000 0.000 213171.934 9 143.225 Push_Long Min 0.000 0.000 209000.204 9 167.095 Pusli_Long Min 0.000 0.000 204326.221 9 190.966 Pusli_Long Min 0.000 0.000 199149.988 9 214.837 Push_Long Min 0.000 0.000 193471.502 9 238.708 Push_Long Min 0.000 0.000 187290.765 9 262.578 Push_Long Min 0.000 0.000 180607.777 9 286.449 Push_Long Min 0.000 0.000 173422.537 9 310.320 Push_Long Min 0.000 0.000 165644.913 9 334.191 PushLong Min 0.000 0.000 157138.524 9 358.061 Push_Long Min 0.000 0.000 148129.884 9 381.932 PushLong Min 0.000 0.000 138618.992 9 405.803 Push_Long Min 0.000 0.000 128605.849 9 429.674 Push_Long Min 0.000 0.000 118090.454 9 453.544 PushLong Min 0.000 0.000 107072.808 9 477.415 Push_Long Min 0.000 0.000 95552.910 9 501.286 Push_Long Min 0.000 0.000 83530.760 9 525.157 Push_Long Min 0.000 0.000 71006.358 9 549.027 PushLong Min 0.000 0.000 57979.705 10 0.000 SELFWEIGHT Max 0.000 0.000 90627.926 10 262.513 SELFWEIGHT Max 0.000 0.000 -66882.649 10 525.026 SELFWEIGHT Max 0.000 0.000 -285135.484 10 0.000 SELFWEIGHT Min 0.000 0.000 90627.926 10 262.513 SELFWEIGHT Min 0.000 0.000 -66882.649 10 525.026 SELFWEIGHT Min 0.000 0.000 -285135.484 10 0.000 Push_Long Max 0.000 0.000 90627.926 10 262.513 PushLong Max 0.000 0.000 -66882.649 10 525.026 Push Long Max 0.000 0.000 -285135.484 10 0.000 Push Long Min 0.000 0.000 57979.705 10 262.513 Push_Long Min 0.000 0.000 -118582.314 10 525.026 Push_Long Min 0.000 0.000 -355886.593 11 0.000 SELFWEIGHT Max 0.000 0.000 -285135.484 11 24.001 SELFWEIGHT Max 0.000 0.000 -308120.696 11 0.000 SELFWEIGHT Min 0.000 0.000 -285135.484 11 24.001 SELFWEIGHT Min 0.000 0.000 -308120.696 11 0.000 Push_Long Max 0.000 0.000 -285135.484 11 24.001 Push_Long Max 0.000 0.000 -308120.696 11 0.000 Push Long Min 0.000 0.000 -355886.593 11 24.001 Push_Long Min 0.000 0.000 -380629.340 12 0.000 SELFWEIGHT Max 0.000 0.000 -269880.516 12 24.001 SELFWEIGHT Max 0.000 0.000 -253171.481 12 0.000 SELFWEIGHT Min 0.000 0.000 -269880.516 TYLI / R&B / L&B 41 Page 35 of 41 QCB - Seismic - V5.3.SD6 9. Frame results SAP2000 V14.2.5 - License #26585 28 January 2015 Table 23: Element Forces - Frames, Part 2 of 2 Frame Station OutputCase StepType T M2 M3 in Kip-in Kip-in Kip-in 12 24.001 SELFWEIGHT Min 0.000 0.000 -253171.481 12 0.000 Push_Long Max 0.000 0.000 -169864.908 12 24.001 Push_Long Max 0.000 0.000 -156945.600 12 0.000 Pusli_Long Min 0.000 0.000 -269880.516 12 24.001 PushLong Min 0.000 0.000 -253171.481 13 0.000 SELFWEIGHT Max 0.000 0.000 -253171.481 13 66.378 SELFWEIGHT Max 0.000 0.000 -209604.515 13 132.757 SELFWEIGHT Max 0.000 0.000 -169921.212 13 0.000 SELFWEIGHT Min 0.000 0.000 -253171.481 13 66.378 SELFWEIGHT Min 0.000 0.000 -209604.515 13 132.757 SELFWEIGHT Min 0.000 0.000 -169921.212 13 0.000 Push_Long Max 0.000 0.000 -156945.600 13 66.378 Push_Long Max 0.000 0.000 -123903.020 13 132.757 Push_Long Max 0.000 0.000 -94744.102 13 0.000 Push_Long Min 0.000 0.000 -253171.481 13 66.378 Push_Long Min 0.000 0.000 -209604.515 13 132.757 Push_Long Min 0.000 0.000 -169921.212 14 0.000 SELFWEIGHT Max 0.000 0.000 -169921.212 14 78.379 SELFWEIGHT Max 0.000 0.000 -128063.853 14 156.758 SELFWEIGHT Max 0.000 0.000 -91621.357 14 0.000 SELFWEIGHT Min 0.000 0.000 -169921.212 14 78.379 SELFWEIGHT Min 0.000 0.000 -128063.853 14 156.758 SELFWEIGHT Min 0.000 0.000 -91621.357 14 0.000 Push_Long Max 0.000 0.000 -94744.102 14 78.379 Push_Long Max 0.000 0.000 -65364.984 14 156.758 Push_Long Max 0.000 0.000 -41400.730 14 0.000 Push_Long Min 0.000 0.000 -169921.212 14 78.379 Push_Long Min 0.000 0.000 -128063.853 14 156.758 Push_Long Min 0.000 0.000 -91621.357 15 0.000 SELFWEIGHT Max 0.000 0.000 -91621.357 15 78.379 SELFWEIGHT Max 0.000 0.000 -60593.724 15 156.758 SELFWEIGHT Max 0.000 0.000 -34980.954 15 0.000 SELFWEIGHT Min 0.000 0.000 -91621.357 15 78.379 SELFWEIGHT Min 0.000 0.000 -60593.724 15 156.758 SELFWEIGHT Min 0.000 0.000 -34980.954 15 0.000 PushLong Max 0.000 0.000 -41400.730 15 78.379 Push_Long Max 0.000 0.000 -22902.641 15 156.758 PushLong Max 0.000 0.000 -9819.415 15 0.000 Push_Long Min 0.000 0.000 -91621.357 15 78.379 Push_Long Min 0.000 0.000 -60593.724 15 156.758 Push_Long Min 0.000 0.000 -34980.954 16 0.000 SELFWEIGHT Max 0.000 0.000 -34980.954 16 78.379 SELFWEIGHT Max 0.000 0.000 -14783.046 16 156.758 SELFWEIGHT Max 0.000 0.000 -4.002E-11 16 0.000 SELFWEIGHT Min 0.000 0.000 -34980.954 16 78.379 SELFWEIGHT Min 0.000 0.000 -14783.046 16 156.758 SELFWEIGHT Min 0.000 0.000 -4.002E-11 16 0.000 Push_Long Max 0.000 0.000 -9819.415 16 78.379 Push_Long Max 0.000 0.000 -2202.276 16 156.758 Push_Long Max 0.000 0.000 4.138E-11 16 0.000 PushLong Min 0.000 0.000 -34980.954 16 78.379 Push_Long Min 0.000 0.000 -14783.046 16 156.758 PushLong Min 0.000 0.000 -4.002E-11 17 0.000 SELFWEIGHT Max 0.000 0.000 35370.642 TYLI / R&e / L&e 42 Page 36 of 41 QCe - Seismic - V5.3.SD6 9. Frame results SAP2000 vl4.2.5 - License #26585 28 January 2015 Table 23: Element Forces - Frames, Part 2 of 2 Frame Station OutputCase StepType T M2 M3 in Kip-in Kip-in Kip-in 17 32.100 SELR/VEIGHT Max 0.000 0.000 32658.271 17 64.200 SELFWEIGHT Max 0.000 0.000 29945.899 17 0.000 SELFWEIGHT Min 0.000 0.000 35370.642 17 32.100 SELFWEIGHT Min 0.000 0.000 32658.271 17 64.200 SELFWEIGHT Min 0.000 0.000 29945.899 17 0.000 Pusii_Long Max 0.000 0.000 35370.642 17 32.100 Pusii_Long Max 0.000 0.000 32658.271 17 64.200 Pusii_Long Max 0.000 0.000 29945.899 17 0.000 Pusii_Long Min 0.000 0.000 -215518.899 17 32.100 Pusii_Long Min 0.000 0.000 -198991.992 17 64.200 Pusii_Long Min 0.000 0.000 -182465.085 18 0.000 SELFWEIGHT Max 0.000 0.000 29945.899 18 59.066 SELFWEIGHT Max 0.000 0.000 24954.933 18 118.133 SELFWEIGHT Max 0.000 0.000 19963.967 18 0.000 SELRWEIGHT Min 0.000 0.000 29945.899 18 59.066 SELRWEIGHT Min 0.000 0.000 24954.933 18 118.133 SELFWEIGHT Min 0.000 0.000 19963.967 18 0.000 Pusii_Long Max 0.000 0.000 29945.899 18 59.066 Pusii_Long Max 0.000 0.000 24954.933 18 118.133 Pusli_Long Max 0.000 0.000 19963.967 18 0.000 Push_Long Min 0.000 0.000 -182465.085 18 59.066 Push_Long Min 0.000 0.000 -152054.340 18 118.133 Push_Long Min 0.000 0.000 -121643.596 19 0.000 SELFWEIGHT Max 0.000 0.000 19963.967 19 59.067 SELFWEIGHT Max 0.000 0.000 14972.950 19 118.134 SELFWEIGHT Max 0.000 0.000 9981.933 19 0.000 SELFWEIGHT Min 0.000 0.000 19963.967 19 59.067 SELFWEIGHT Min 0.000 0.000 14972.950 19 118.134 SELFWEIGHT Min 0.000 0.000 9981.933 19 0.000 Push_Long Max 0.000 0.000 19963.967 19 59.067 Push_Long Max 0.000 0.000 14972.950 19 118.134 Push_Long Max 0.000 0.000 9981.933 19 0.000 Push_Long Min 0.000 0.000 -121643.596 19 59.067 Push_Long Min 0.000 0.000 -91232.542 19 118.134 Push_Long Min 0.000 0.000 -60821.489 20 0.000 SELFWEIGHT Max 0.000 0.000 9981.933 20 59.066 SELFWEIGHT Max 0.000 0.000 4990.966 20 118.133 SELFWEIGHT Max 0.000 0.000 -1.637E-11 20 0.000 SELFWEIGHT Min 0.000 0.000 9981.933 20 59.066 SELFWEIGHT Min 0.000 0.000 4990.966 20 118.133 SELFWEIGHT Min 0.000 0.000 -1.637E-11 20 0.000 Push_Long Max 0.000 0.000 9981.933 20 59.066 Push_Long Max 0.000 0.000 4990.966 20 118.133 Push_Long Max 0.000 0.000 9.578E-10 20 0.000 Push_Long Min 0.000 0.000 -60821.489 20 59.066 Push_Long Min 0.000 0.000 -30410.745 20 118.133 Push_Long Min 0.000 0.000 -1.637E-11 21 0.000 SELFWEIGHT Max 0.000 0.000 -38240.179 21 32.100 SELFWEIGHT Max 0.000 0.000 -35527.808 21 64.200 SELFWEIGHT Max 0.000 0.000 -32815.436 21 0.000 SELFWEIGHT Min 0.000 0.000 -38240.179 21 32.100 SELFWEIGHT Min 0.000 0.000 -35527.808 21 64.200 SELFWEIGHT Min 0.000 0.000 -32815.436 21 0.000 Push_Long Max 0.000 0.000 -38240.179 TYLI / R&e / L&e 43 Page 37 of 41 QCe - Seismic - V5.3.SD6 10. Material take-off SAP2000 vl4.2.5 - License #26585 28 January 2015 Table 23: Element Forces - Frames, Part 2 of 2 Frame Station OutputCase StepType •:• • • T M2 M3 in Kip-in Kip-in Kip-in 21 32.100 Push Long Max 0.000 0.000 -35527.808 21 64.200 PushLong Max 0.000 0.000 -32815.436 21 0.000 Pusli_Long Min 0.000 0.000 -210764.432 21 32.100 PushLong Min 0.000 0.000 -195814.935 21 64.200 Push_Long Min 0.000 0.000 -180865.438 22 0.000 SELFWEIGHT Max 0.000 0.000 -32815.436 22 64.727 SELFWEIGHT Max 0.000 0.000 -27346.180 22 129.454 SELFWEIGHT Max 0.000 0.000 -21876.924 22 0.000 SELFWEIGHT Min 0.000 0.000 -32815.436 22 64.727 SELFWEIGHT Min 0.000 0.000 -27346.180 22 129.454 SELFWEIGHT Min 0.000 0.000 -21876.924 22 0.000 Push_Long Max 0.000 0.000 -32815.436 22 64.727 PushLong Max 0.000 0.000 -27346.180 22 129.454 Push_Long Max 0.000 0.000 -21876.924 22 0.000 Push_Long Min 0.000 0.000 -180865.438 22 64.727 Push_Long Min 0.000 0.000 -150721.106 22 129.454 Push_Long Min 0.000 0.000 -120576.773 23 0.000 SELFWEIGHT Max 0.000 0.000 -21876.924 23 64.727 SELFWEIGHT Max 0.000 0.000 -16407.667 23 129.454 SELFWEIGHT Max 0.000 0.000 -10938.411 23 0.000 SELFWEIGHT Min 0.000 0.000 -21876.924 23 64.727 SELFWEIGHT Min 0.000 0.000 -16407.667 23 129.454 SELFWEIGHT Min 0.000 0.000 -10938.411 23 0.000 PushLong Max 0.000 0.000 -21876.924 23 64.727 PushLong Max 0.000 0.000 -16407.667 23 129.454 Push_Long Max 0.000 0.000 -10938.411 23 0.000 PushLong Min 0.000 0.000 -120576.773 23 64.727 PushLong Min 0.000 0.000 -90432.440 23 129.454 PushLong Min 0.000 0.000 -60288.107 24 0.000 SELFWEIGHT Max 0.000 0.000 -10938.411 24 64.726 SELFWEIGHT Max 0.000 0.000 -5469.206 24 129.452 SELFWEIGHT Max 0.000 0.000 1.091 E-11 24 0.000 SELFWEIGHT Min 0.000 0.000 -10938.411 24 64.726 SELFWEIGHT Min 0.000 0.000 -5469.206 24 129.452 SELFWEIGHT Min 0.000 0.000 1.091 E-11 24 0.000 Push_Long Max 0.000 0.000 -10938.411 24 64.726 PushLong Max 0.000 0.000 -5469.206 24 129.452 Push_Long Max 0.000 0.000 1.091E-11 24 0.000 Push_Long Min 0.000 0.000 -60288.107 24 64.726 Push_Long Min 0.000 0.000 -30144.053 24 129.452 Push_Long Min 0.000 0.000 -1.518E-09 10. Material take-off This section provides a material take-off. TYLI / R&e / L&e 44 Page 38 of 41 QCe - Seismic - V5.3.SDe 11. Design preferences SAP2000 vl 4.2.5 - License #26585 28 January 2015 Table 24: Material List 2 - By Section Property Table 24: IVlaterial List 2 - By Section Property Section ObjectType NumPieces TotalLength TotalWeight in Kip Deci< and Frame 16 3450.172 3041.245 Girders Pier Wall-P2 Frame 6 742.759 1169.846 Pier Wall Rigid Frame 2 128.400 202.230 Linl< - P2 11. Design preferences This section provides the design preferences for each type of design, which typically include material reduction factors, framing type, stress ratio limit, deflection limits, and other code specific items. 11.1. Steel design Table 25: Preferences - Steel Design - AISC-LRFD93, Part 1 of 2 Table 25: Preferences - Steel Design - AISC-LRFD93, Part 1 of 2 FrameType PatLLF SRatioLimit PhlB PhiC PhiT PhiV Moment Frame 0.750000 0.950000 0.900000 0.850000 0.900000 0.900000 PhiCA "o.goooW Table 25: Preferences - Steel Design - AISC-LRFD93, Part 2 of 2 Table 25: Preferences - Steel Design - AiSC-LRFD93, Part 2 of 2 DLRat SDLAndLLRat LLRat TotalRat NetRat 120.000000 120.000000 360.000000 240.000000 240.000000 11.2. Concrete design Table 26: Preferences - Concrete Design - ACI 318-05/IBC2003, Part 1 of 2 Table 26: Preferences - Concrete Design - ACI 318-05/IBC2003, Part 1 of 2 MinEccen PatLLF UFLimit SeisCat PhiT Yes 0.750000 0.950000 0.900000 TYLI / R&e / L&6 45 Page 39 of 41 QC6 - Seismic - V5.3.SD6 12. Design overwrites SAP2000 vl 4.2.5 - License #26585 28 January 2015 Table 26: Preferences - Concrete Design - ACI 318-05/IBC2003, Part 2 of 2 Table 26: Preferences - Concrete Design - ACi 318-05/iBC2003, Part 2 of 2 PhlVJoint PhlCTied PhiCSpiral PhiV PhiVSeismi 0.650000 0.700000 0.750000 0.600000 0.850000 11.3. Aluminum design Table 27: Preferences - Aluminum Design - AA-ASD 2000 Table 27: Preferences - Aluminum Design - AA-ASD 2000 FrameType SRatioLimit LatFact UseLatFact^ Moment Frame 1.000000 1.333333 No 11.4. Cold formed design Table 28: Preferences - Cold Formed Design - AISI-ASD96 Tabje 28: Preferences - CoW Formed Design - AiSI-ASD96 FrameType SRatioLim OmegaBS OmegaBU OmegaBL Omegeivs OmegaVN Omegaf OmegaC It S TB S Braced Frame 1.000000 1.670000 1.670000 1.670000 1.670000 1.500000 1.670000 1.800000 12. Design overwrites This section provides the design overwrites for each type of design, which are assigned to individual members of the structure. 12.1. Concrete design Table 29: Overwrites - Concrete Design - ACI 318-05/IBC2003, Part 1 of 2 Table 29: Ovenwrites - Concrete Design - ACI 318-05/IBC2003, Part 1 of 2 Frame DesignSect FrameType RLLF XLMajor XLMinor XKMajor XKMInor 18 Program Determined Program Determined 0.000000 0.000000 0.000000 0.000000 0.000000 19 Program Determined Program Determined 0.000000 0.000000 0.000000 0.000000 0.000000 20 Program Determined Program Determined 0.000000 0.000000 0.000000 0.000000 0.000000 22 Program Determined Program Determined 0.000000 0.000000 0.000000 0.000000 0.000000 TYLI / R&e / L&e 46 Page 40 of 41 QCe - Seismic - V5.3.SD6 12. Design overwrites SAP2000 vl4.2.5 - License #26585 28 January 2015 Table 29: Ovenwrites - Concrete Design - ACI 318-05/IBC2003, Part 1 of 2 Frame DesignSect FrameType RLLF XLMajor XLMinor XKMajor 23 24 XKMinor Program Determined Program Determined Program IDetermined Program IDetermined 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 Table 29: OvenA^rites - Concrete Design - ACI 318-05/IBC2003, Part 2 of 2 Table 29: Overwrites - Concrete Design - ACi 318-05/iBC2003, Part 2 of 2 Frame CmMajor CmMinor DnsMajor DnsMlnor DsMajor DsMlnor 18 19 20 22 23 24 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 TYLI / R&e / L&e 47 Page 41 of 41 /nP2CXX) License #2B585 SAP2000 Analysis Report Prepared by TYLI / R&B / L&B Model Name: QCB - Seismic - V5.SDB 27 August 2014 48 QCe - Seismic - V5.SDe SAP2000 vl4.2.5 - License #26585 Contents 27 August 2014 Contents 1. Model geometry 4 1.1. Joint coordinates 4 1.2. Joint restraints 5 1.3. Element connectivity 5 2. Material properties 6 3. Section properties 7 3.1. Frames 7 4. Load patterns 9 4.1. Definitions 9 5. Load cases 9 5.1. Definitions 9 5.2. Static case load assignments 10 5.3. Response spectrum case load assignments 10 6. Load combinations 11 7. Structure results 12 7.1. Mass summary 12 7.2. Modal results 13 7.3. ease reactions 13 8. Joint results 13 9. Frame results 18 10. Material take-off 63 11. Design preferences 63 11.1. Steel design 63 11.2. Concrete design 63 11.3. Aluminum design 64 11.4. Cold formed design 64 12. Design overwrites 64 12.1. Concrete design 64 List of Figures Figure 1: Finite element model 4 Figure 2: Deformed shape 12 List of Tables Table 1 Table 2 Table 3 Table 4 Table 5 Table 6 Table 7 Table 8 Table 9 Table 9 Table 9 Table 9 Joint Coordinates 4 Joint Restraint Assignments 5 Connectivity - Frame 5 Frame Section Assignments 6 Material Properties 02 - 6asic Mechanical Properties 7 Material Properties 03a - Steel Data 7 Material Properties 03b - Concrete Data 7 Material Properties 03e - Rebar Data 7 Frame Section Properties 01 - General, Part 1 of 4 8 Frame Section Properties 01 - General, Part 2 of 4 8 Frame Section Properties 01 - General, Part 3 of 4 8 Frame Section Properties 01 - General, Part 4 of 4 8 Table 10: Frame Section Properties 02 - Concrete Column, Part 1 of 2 9 Table 10: Frame Section Properties 02 - Concrete Column. Part 2 of 2 9 TYLI / R&e / L&e Page 2 of 65 49 QC6-Seismic- List of Tables V5.SDe SAP2000 V14.2.5 License #26585 27 August 2014 Table 11 Table 12 Table 13 Table 14 Table 15 Table 16 Table 17 Table 18 Table 19 Table 20 Table 21 Table 22 Table 23 Table 23 Table 24 Table 25 Table 25 Table 26 Table 26 Table 27 Table 28 Table 29 Table 29 Load Pattern Definitions 9 Load Case Definitions 10 Case - Static 1 - Load Assignments 10 Case - Response Spectrum 1 - General 10 Case - Response Spectrum 2 - Load Assignments 10 Function - Response Spectrum - User 11 Combination Definitions 11 Assembled Joint Masses 12 Modal Participating Mass Ratios , 13 ease Reactions 13 Joint Displacements 14 Joint Reactions 17 Element Forces - Frames, Part 1 of 2 18 Element Forces - Frames, Part 2 of 2 40 Material List 2 - 6v Section Property 63 Preferences - Steel Design - AISC-LRFD93, Part 1 of 2 63 Preferences - Steel Design - AISC-LRFD93, Part 2 of 2 63 Preferences - Concrete Design - ACI 318-05/I6C2003. Part 1 of 2 63 Preferences - Concrete Design - ACI 318-05/I6C2003. Part 2 of 2 64 Preferences - Aluminum Design - AA-ASD 2000 64 Preferences - Cold Formed Design - AISI-ASD96 64 Overwrites - Concrete Design - ACI 318-05/ieC2003, Part 1 of 2 64 Overwrites - Concrete Design - ACI 318-05/I6C2003, Part 2 of 2 65 TYLI / R&e / L&e 50 Page 3 of 65 QCB - Seismic - V5.SDB 1. Model geometry SAP2000 vl 4.2.5 - License #28585 27 August 2014 1. Model geometry This section provides model geometry information, including items such as joint coordinates, joint restraints, and element connectivity. Figure 1: Finite element model 1.1. Joint coordinates Table 1: Joint Coordinates Table 1: Joint Coordinates Joint CoordSys CoordType GlobalX GlobalY GlobalZ In in in 1 GLOBAL Cartesian 0.000 0.000 0.000 2 GLOBAL Cartesian 156.750 0.000 1.567 3 GLOBAL Cartesian 313.500 0.000 3.136 4 GLOBAL Cartesian 470.250 0.000 4.703 5 GLOBAL Cartesian 603.000 0.000 6.030 6 GLOBAL Cartesian 627.000 0.000 6.270 7 GLOBAL Cartesian 651.000 0.000 6.510 8 GLOBAL Cartesian 1176.000 0.000 11.760 9 GLOBAL Cartesian 1725.000 0.000 17.250 10 GLOBAL Cartesian 2274.000 0.000 22.740 11 GLOBAL Cartesian 2799.000 0.000 27.990 12 GLOBAL Cartesian 2823.000 0.000 28.230 13 GLOBAL Cartesian 2847.000 0.000 28.470 14 GLOBAL Cartesian 2979.750 0.000 29.797 15 GLOBAL Cartesian 3136.500 0.000 31.366 16 GLOBAL Cartesian 3293.250 0.000 32.933 17 GLOBAL Cartesian 3450.000 0.000 34.500 18 GLOBAL Cartesian 627.000 0.000 -57.930 19 GLOBAL Cartesian 627.000 0.000 -176.063 20 GLOBAL Cartesian 627.000 0.000 -294.197 21 GLOBAL Cartesian 627.000 0.000 -412.330 TYLI / R&B / L&B 51 Page 4 of 65 QC6 - Seismic - V5.SD6 1. Model geometry SAP2000 V14.2.5 License #26585 27 August 2014 Table 1: Joint Coordinates Joint CoordSys CoordType GlobalX GlobalY GlobalZ in in in 22 GLOBAL Cartesian 2823.000 0.000 -35.970 23 GLOBAL Cartesian 2823.000 0.000 -165.424 24 GLOBAL Cartesian 2823.000 0.000 -294.877 25 GLOBAL Cartesian 2823.000 0.000 -424.330 1.2. Joint restraints Table 2: Joint Restraint Assignments Table 2: Joint Restraint Assignments Joint Ul U2 U3 Ri R2 R3 21 25 Yes Yes No Yes Yes Yes No Yes No Yes No Yes 1.3. Element connectivity Table 3: Connectivity - Frame Table 3: Connectivity - Frame Frame JointI JointJ Length in 1 1 2 156.758 2 2 3 156.758 3 3 4 156.758 4 4 5 132.757 5 5 6 24.001 6 6 7 24.001 7 7 8 525.026 8 8 9 549.027 9 9 10 549.027 10 10 11 525.026 11 11 12 24.001 12 12 13 24.001 13 13 14 132.757 14 14 15 156.758 15 15 16 156.758 16 16 17 156.758 17 6 18 64.200 18 18 19 118.133 19 19 20 118.134 20 20 21 118.133 21 12 22 64.200 22 22 23 129.454 23 23 24 129.454 24 24 25 129.452 TYLI / R&e / L&e 52 Page 5 of 65 QC6-Seismic-V5.SD6 2. Matenal properties SAP2000 V14.2.5 License #26585 27 August 2014 Table 4: Frame Section Assignments Table 4: Frame Section Assignments Frame AnalSect DesignSect MatProp 1 Deci< and Girders N.A. Default 2 Deck and Girders N.A. Default 3 Deci< and Girders N.A. Default 4 Deci< and Girders N.A. Default 5 Deci< and Girders N.A. Default 6 Deci< and Girders N.A. Default 7 Deci< and Girders N.A. Default 8 Decl< and Girders N.A. Default 9 Deci< and Girders N.A. Default 10 Deci< and Girders N.A. Default 11 Deci< and Girders N.A. Default 12 Deci< and Girders N.A. Default 13 Deci< and Girders N.A. Default 14 Deci< and Girders N.A. Default 15 Decl< and Girders N.A. Default 16 Decl< and Girders N.A. Default 17 Pier Wall Rigid Link - P2 N.A. Default 18 Pier Wall-P2 Pier Wall - P2 Default 19 Pier Wall-P2 Pier Wall - P2 Default 20 Pier Wall-P2 Pier Wall - P2 Default 21 Pier Wall Rigid Linl< - P2 N.A. Default 22 Pier Wall-P2 Pier Wall-P2 Default 23 Pier Wall-P2 Pier Wall - P2 Default 24 PierWall-P2 Pier Wall - P2 Default 2. Material properties This section provides material property information for materials used in the model. TYLI / R&e / L&e 53 Page 6 of 65 QCe-Seismic-V5.SDe 3. Section properties Table 5: Material Propehiies 02 - Basic Mechanical Properties Table 5: Material Properties 02 - Basic Mechanical Properties SAP2000 vl4.2.5 License #26585 27 August 2014 Material UnifWeight UnltMass E1 G12 U12 A1 Kip/in3 Kip-s2/in4 Kip/in2 Kip/in2 1/F 4000Psi 8.6806E-05 2.2483E-07 3604.997 1502.082 0.200000 5.5000E-06 A615Gr60 2.8356E-04 7.3446E-07 29000.000 6.5000E-06 A992Fy50 2.8356E-04 7.3446E-07 29000.000 11153.846 0.300000 6.5000E-06 Expected 8.6806E-05 2.2483E-07 4030.509 1679.379 0.200000 5.5000E-06 Concrete Expected Steel 2.8356E-04 7.3446E-07 29000.000 11153.846 0.300000 6.5000E-06 Rebar Steel 2.8356E-04 7.3446E-07 29000.000 11153.846 0.300000 6.5000E-06 Table 6: Material Properties 03a - Steel Data Table 6: Material Properties 03a - Steel Data Material Fu FinalSlope Kip/in2 Kip/in2 A992Fy50 50.000 65.000 -0.100000 Expected Steel 60.000 80.000 -0.100000 Table 7: Material Properties 03b - Concrete Data Table 7: Material Properties 03b - Concrete Data Material 4000Psi Expected Concrete Fc Kip/in2 4.000 5.000 FinalSlope -0.100000 -0.100000 Table 8: Material Properties 03e - Rebar Data Table 8: Material Properties 03e - Rebar Data Material Fy Fu FinalSlope Kip/in2 Kip/in2 A615Gr60 60.000 90.000 -0.100000 Rebar Steel 60.000 80.000 -0.100000 3. Section properties This section provides section property information for objects used in the model. 3.1. Frames TYLI / R&e / L&e 54 Page 7 of 65 QCe - Seismic - V5.SDe 3. Section properties Table 9: Frame Section Properties 01 - General, Part 1 of 4 Table 9: Frame Section Properties 01 - General, Part 1 of 4 SAP2000 vl 4.2.5 - License #26585 27 August 2014 SectionName Material Shape t3 t2 Area TorsConst 133 122 in in in2 in4 in4 in4 Deck and Girders Expected Concrete General 95.0004 552.0000 10154.61 1.00 11927600. 18 260271802 .4 Pier Wall Expected Concrete Rectangular 24.0000 504.0000 12096.00 2252759.0 7 580608.00 256048128 .0 Pier Wall-P2 Expected Concrete Rectangular 36.0000 504.0000 18144.00 7485489.4 1 1959552.0 0 384072192 Pier Wall Rigid Link Expected Concrete General 24.0000 504.0000 12096.00 2252759.0 4 5.806E-H1 2.560E-H4 Pier Wall Rigid Link - P2 Expected Concrete General 36.0000 504.0000 18144.00 7485488.6 4 1.960E-H3 3.841E-H4 Table 9: Frame Section Properties 01 - General, Part 2 of 4 Table 9: Frame Section Properties 01 - General, Part 2 of 4 SectionName AS2 AS3 in2 in2 Deck and Girders 4692.00 2688.00 Pier Wall 10080.00 10080.00 Pier Wall-P2 15120.00 15120.00 Pier Wall Rigid Link 10080.00 10080.00 Pier Wall Rigid Link - P2 15120.00 15120.00 Table 9: Frame Section Properties 01 - General, Part 3 of 4 Table 9: Frame Section Properties 01 - General, Part 3 of 4 SectionName S33 S22 Z33 Z22 R33 R22 in3 in3 in3 in3 in in Deck and Girders 43215.90 4054077.9 1 432159322 4.054E-H0 34.2996 160.1004 Pier Wall 48384.00 1016064.0 0 1524096.0 0 1016064.0 0 72576.00 1524096.0 0 2286144.0 0 1524096.0 0 6.9282 145.4923 Pier Wall - P2 108864.00 1016064.0 0 1524096.0 0 1016064.0 0 163296.00 1524096.0 0 2286144.0 0 1524096.0 0 10.3923 145.4923 Pier Wall Rigid Link 48384.00 1016064.0 0 1524096.0 0 1016064.0 0 72576.00 1524096.0 0 2286144.0 0 1524096.0 0 1134.0000 145.4928 Pier Wall Rigid Link - P2 108864.00 1524096.0 0 163296.00 2286144.0 0 10.3920 145.4928 Table 9: Frame Section Properties 01 - General, Part 4 of 4 Table 9: Frame Section Properties 01 - General, Part 4 of 4 SectionName AMod A2Mod A3Mod JMod l2Mod iSMod MMod WMod Deck and Girders 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 Pier Wall 1.000000 1.000000 1.000000 1.000000 0.400000 0.400000 1.000000 1.000000 Pier Wall - P2 1.000000 1.000000 1.000000 1.000000 0.400000 0.400000 1.000000 1.000000 Pier Wall Rigid 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 Link TYLI / R&6 / L&e 55 Page 8 of 65 QCB-Seismic-V5.SDe 4. Load patterns SAP2000 vl 4.2.5 - License #26585 27 August 2014 SectionName AMod Table 9: Frame Section Properties 01 - General, Part 4 of 4 A2Mod A3Mod JMod l2Mod ISMod MMod Pier Wall Rigid Link - P2 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 WMod 1.000000 1.000000 Table 10: Frame Section Properties 02 - Concrete Column, Part 1 of 2 Table 10: Frame Section Properties 02 - Concrete Column, Part 1 of 2 SectionName RebarMatL RebarMatC ReinfConfIg LatReinf Cover in NumBarsSD ir NumBars2D ir Pier Wall Pier Wall-P2 Rebar Steel Rebar Steel Rebar Steel Rebar Steel Rectangular Rectangular Ties Ties 1.5000 1.5000 3 3 3 3 Table 10: Frame Section Properties 02 - Concrete Column, Part 2 of 2 Table 10: Frame Section Properties 02 - Concrete Column, Part 2 of 2 SectionName BarSizeL BarSizeC SpacingC NumCBars2 NumCBars3 Pier Wall Pier Wall-P2 #9 #9 #4 #4 6.0000 6.0000 4. Load patterns This section provides loading information as applied to the model. 4.1. Definitions Table 11: Load Pattern Definitions Table 11: Load Pattern Definitions LoadPat DesignType SelfWtMult AutoLoad DC DEAD 1.000000 PUSH QUAKE 0.000000 None SELFWEIGHT DEAD 1.000000 DW DEAD 0.000000 5. Load cases This section provides load case information. 5.1. Definitions TYLI / R&6 / L&e 56 Page 9 of 65 QCe - Seismic-V5.SD6 5. Load cases Table 12: Load Case Definitions Table 12: Load Case Definitions Case Type InitialCond ModalCase SAP2000 vl4.2.5 - License #26585 27 August 2014 BaseCase DC LinStatic Zero MODAL LinlVlodal Zero EQ1 LinRespSpec MODAL EQ2 LinRespSpec MODAL PUSH LinStatic Zero SELFWEIGHT LinStatic Zero DW LinStatic Zero HL93 LinStatic Zero P15 LinStatic Zero 5.2. Static case load assignments Table 13: Case - Static 1 - Load Assignments Table 13: Case - Static 1 - Load Assignments Case LoadType LoadName LoadSF DC Load pattern DC 1.000000 PUSH Load pattern PUSH 1.000000 SELFWEIGHT Load pattern SELFWEIGHT 1.000000 DW Load pattern DW 1.000000 5.3. Response spectrum case load assignments Table 14: Case - Response Spectrum 1 - General Table 14: Case - Response Spectrum 1 - General Case ModalCombo GMCfl Cyc/sec GMCf2 Cyc/sec PerRigid DirCombo DampingType ConstDamp EQ1 CQC 1.0000E•^0 0 1.0000E•^0 0 0.0000E-^0 0 O.OOOOE-HO 0 SRSS SRSS Constant 0.0500 EQ2 CQC 1.0000E•^0 0 1.0000E•^0 0 0.0000E-^0 0 O.OOOOE-HO 0 SRSS SRSS Constant 0.0500 Table 15: Case - Response Spectrum 2 - Load Assignments Table 15: Case - Response Spectrum 2 - Load Assignments Case LoadType LoadNam 'g' • CoordSys Function Angle TransAccSF Degrees in/sec2 EQ1 Acceleration Ul GLOBAL UNIFRS 0.000 386.088 EQ2 Acceleration U2 GLOBAL UNIFRS 0.000 386.088 TYLI / R&6 / L&e 57 Page 10 of 65 QCB - Seismic - V5.SD6 6. Load combinations SAP2000 vl 4.2.5 - License #26585 27 August 2014 Table 16: Function - Response Spectrum - User Table 16: Function - Response Spectrum - User Name Period Accel FuncDamp Sec UNIFRS 0.000000 1.000000 0.050000 UNIFRS 1.000000 1.000000 6. Load combinations This section provides load combination information. Table 17: Combination Definitions Table 17: Combination Definitions ComboName ComboType CaseName ScaleFactor EQ1-1 Linear Add EQ1 1.000000 EQ1-1 EQ2 0.300000 EQ2-2 Linear Add EQ2 1.000000 EQ2-2 EQ1 0.300000 DL Linear Add DC 1.000000 DL SELFWEIGHT 1.000000 TYLI / R&e / L&e 58 Page 11 of 65 QCB - Seismic - V5.SDB 7. Structure results SAP2000 vl 4.2.5 - License #2B585 27 August 2014 7. Structure results This section provides structure results, including items such as structural periods and base reactions. Figure 2: Deformed shape 7.1. Mass summary Table 18: Assembled Joint Masses Table 18: Assembled Joint Masses Joint Ul U2 U3 Rl R2 R3 Kip-s2/in Kip-s2/in Kip-s2/in Kip-in-s2 Kip-in-s2 Kip-in-s2 1 0.1789 0.1789 0.1789 0.000 0.000 0.000 2 0.3579 0.3579 0.3579 0.000 0.000 0.000 3 0.3579 0.3579 0.3579 0.000 0.000 0.000 4 0.3305 0.3305 0.3305 0.000 0.000 0.000 5 0.1789 0.1789 0.1789 0.000 0.000 0.000 6 0.1857 0.1857 0.1857 0.000 0.000 0.000 7 0.6267 0.6267 0.6267 0.000 0.000 0.000 8 1.2261 1.2261 1.2261 0.000 0.000 0.000 9 1.2535 1.2535 1.2535 0.000 0.000 0,000 10 1.2261 1.2261 1.2261 0.000 0.000 0.000 11 0.6267 0.6267 0.6267 0.000 0.000 0.000 12 0.1857 0.1857 0.1857 0.000 0.000 0.000 13 0.1789 0.1789 0.1789 0.000 0.000 0.000 14 0.3305 0.3305 0.3305 0.000 0.000 0.000 15 0.3579 0.3579 0.3579 0.000 0.000 0.000 16 0.3579 0.3579 0.3579 0.000 0.000 0.000 17 0.1789 0.1789 0.1789 0.000 0.000 0.000 18 0.3719 0.3719 0.3719 0.000 0.000 0.000 19 0.4819 0.4819 0.4819 0.000 0.000 0.000 20 0.4819 0.4819 0.4819 0.000 0.000 0.000 21 0.2410 0.2410 0.2410 0.000 0.000 0.000 22 0.3950 0.3950 0.3950 0.000 0.000 0.000 23 0.5281 0.5281 0.5281 0.000 0.000 0.000 TYLI / R&B / L&B 59 Page 12 of 65 QCe-Seismic-V5.SD6 8. Joint results SAP2000 V14.2.5 Joint Ul Kip-s2/in Tablets: Assembled Joint Masses U2 U3 Rl R2 Kip-s2/in Kip-s2/in Kip-in-s2 Kip-in-s2 R3 Kip-in-s2 24 25 0.5281 0.2640 0.5281 0.2640 0.5281 0.2640 0.000 0.000 0.000 0.000 0.000 0.000 7.2. Modal results Table 19: Modal Participating Table Mass Ratios 19: Modal Participating IVIass Ratios OutputCase StepNum Period Sec UX UY UZ SumUX SumUY 7.3. Base reactions Table 20: Base Reactions Table 20: Base Reactions License #26585 27 August 2014 SumUZ IVIODAL 1.000000 0.590287 0.0127 0.0000 0.0864 0.0127 0.0000 0.0864 IVIODAL 2.000000 0.422759 0.8747 0.0000 0.0017 0.8874 0.0000 0.0881 IVIODAL 3.000000 0.281882 0.0704 0.0000 8.792E-04 0.9578 0.0000 0.0890 IVIODAL 4.000000 0.275127 0.0000 0.6359 0.0000 0.9578 0.6359 0.0890 MODAL 5.000000 0.214472 5.109E-04 1.509E-19 0.3869 0.9583 0.6359 0.4759 MODAL 6.000000 0.147848 0.0000 0.0334 0.0000 0.9583 0.6693 0.4759 MODAL 7.000000 0.128932 4.395E-04 4.317E-20 1.058E-06 0.9588 0.6693 0.4759 MODAL 8.000000 0.1ID8326 2.118E-19 0.0119 9.804E-20 0.9588 0.6812 0.4759 MODAL 9.000000 0.080258 1.791E-08 4.826E-17 0.0354 0.9588 0.6812 0.5113 MODAL 10.000000 0.070412 4.443E-17 0.2193 7.185E-17 0.9588 0.9005 0.5113 MODAL 11.000000 0.068615 9.593E-04 3.053E-18 0.0034 0.9597 0.9005 0.5147 MODAL 12.000000 0.057816 0.0000 0.0298 0.0000 0.9597 0.9304 0.5147 OutputCase StepType GlobalFX GlobaIFY GlobalFZ GlobalMX GlobalMY GlobalMZ Kip Kip Kip Kip-in Kip'in Kip-in DC -1.723E-11 0.000 5583.474 0.000 -9690221.2 0.000 EQ1 Max 3722.839 1.429E-05 216.736 3.949E-03 885584.855 0.027 EQ2 Max 1.450E-04 2924.628 1.602E-04 80796.819 2.017 4384522.956 PUSH 0.000 -2000.000 0.000 34500.001 0.000 -3450000.0 SELFWEIGHT -2.194E-11 0.000 4413.321 0.000 -7671707.2 0.000 DW -2.487E-12 0.000 359.393 0.000 -619952.870 0.000 HL93 0.000 0.000 0.000 0.000 0.000 0.000 P15 0.000 0.000 0.000 0.000 0.000 0.000 8. Joint results This section provides joint results, including items such as displacements and reactions. TYLI / R&e / L&e 60 Page 13 of 65 QC6-Seismic-V5.SD6 8. Joint results SAP2000 vl 4.2.5 License #26585 27 August 2014 Table 21: Joint Displacements Table 21: Joint Displacements Joint OutputCase StepType Ul U2 U3 Rl R2 R3 in in in Radians Radians Radians 1 DC -0.041609 0.000000 0.282003 0.000000 0.000140 0.000000 1 EQ1 Max 1.678432 6.492E-10 1.682809 1.300E-09 0.002844 1.224E-11 1 EQ2 Max 9.963E-09 0.131208 5.610E-09 0.121024 6.425E-11 0.000411 1 PUSH 0.000000 0.079529 0.000000 -0.082097 0.000000 -0.000452 1 SELFWEIGHT -0.059007 0.000000 0.951194 0.000000 0.001380 0.000000 1 DW -0.006974 0.000000 0.112619 0.000000 0.000163 0.000000 1 HL93 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 1 P15 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 2 DC -0.041521 0.000000 0.261946 0.000000 0.000184 0.000000 2 EQ1 Max 1.686714 4.012E-10 1.236724 1.300E-09 0.002822 1.228E-11 2 EQ2 Max 7.823E-09 0.298009 5.739E-09 0.121024 1.579E-11 0.000425 2 PUSH 0.000000 0.162973 0.000000 -0.082097 0.000000 -0.000461 2 SELFWEIGHT -0.057022 0.000000 0.735778 0.000000 0.001392 0.000000 2 DW -0.006740 0.000000 0.087165 0.000000 0.000164 0.000000 2 HL93 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 2 P15 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 3 DC -0.041288 0.000000 0.227917 0.000000 0.000374 0.000000 3 EQ1 Max 1.694441 2.981E-10 0.796733 1.717E-09 0.002730 1.656E-11 3 EQ2 Max 3.958E-09 0.458926 7.440E-10 0.258077 3.269E-11 0.001841 3 PUSH 0.000000 0.243749 0.000000 -0.166502 0.000000 -0.001332 3 SELFWEIGHT -0.054992 0.000000 0.516617 0.000000 0.001475 0.000000 3 DW -0.006500 0.000000 0.061269 0.000000 0.000174 0.000000 3 HL93 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 3 P15 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 4 DC -0.040617 0.000000 0.150843 0.000000 0.000798 0.000000 4 EQ1 Max 1.701488 4.205E-10 0.378211 8.817E-10 0.002526 8.475E-12 4 EQ2 Max 5.357E-10 0.607915 6.875E-09 0.127692 8.063E-12 0.000611 4 PUSH 0.000000 0.318790 0.000000 -0.082096 0.000000 -0.000533 4 SELFWEIGHT -0.052756 0.000000 0.277069 0.000000 0.001699 0.000000 4 DW -0.006236 0.000000 0.032963 0.000000 0.000201 0.000000 4 HL93 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 4 P15 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 5 DC -0.039380 0.000000 0.019130 0.000000 0.001409 0.000000 5 EQ1 Max 1.706810 2.560E-10 0.055520 1.271E-10 0.002250 1.111E-12 5 EQ2 Max 1.875E-09 0.721319 1.046E-09 0.002507 2.816E-11 0.000579 5 PUSH 0.000000 0.375954 0.000000 -0.000921 0.000000 0.000228 5 SELFWEIGHT -0.050496 0.000000 0.038002 0.000000 0.002052 0.000000 5 DW -0.005968 0.000000 0.004713 0.000000 0.000242 0.000000 5 HL93 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 5 P15 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 6 DC -0.039063 0.000000 -0.013932 0.000000 0.001548 0.000000 6 EQ1 Max 1.707700 2.633E-10 0.001916 1.002E-12 0.002190 4.837E-13 6 EQ2 Max 2.314E-09 0.740331 2.793E-09 0.001493 2.076E-11 0.000573 6 PUSH 0.000000 0.385523 0.000000 -0.000921 0.000000 0.000217 6 SELFWEIGHT -0.050033 0.000000 -0.010578 0.000000 0.002135 0.000000 6 DW -0.005914 0.000000 -0.001027 0.000000 0.000252 0.000000 6 HL93 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 6 P15 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 7 DC -0.038747 0.000000 -0.056569 0.000000 0.001716 0.000000 7 EQ1 Max 1.708481 3.265E-10 0.050473 9.994E-13 0.002118 4.912E-13 7 EQ2 Max 2.572E-09 0.757525 5.646E-09 0.001480 2.050E-11 0.000557 7 PUSH 0.000000 0.389518 0.000000 -0.000913 0.000000 0.000207 7 SELFWEIGHT -0.049626 0.000000 -0.066224 0.000000 0.002258 0.000000 TYLI / R&e / L&e 61 Page 14 of 65 QC6-Seismic-V5.SDe 8. Joint results SAP2000 V14.2.5 License #26585 27 August 2014 Table 21: Joint Displacements Joint OutputCase StepType Ui U2 U3 Ri R2 R3 In in in Radians Radians Radians 7 DW -0.005866 0.000000 -0.007603 0.000000 0.000267 0.000000 7 HL93 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 7 P15 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 8 DC -0.027241 0.000000 -1.445590 0.000000 0.002555 0.000000 8 EQ1 Max 1.718151 3.345E-10 0.760439 9.763E-13 0.000745 3.155E-13 8 EQ2 Max 6.937E-09 1.000109 7.704E-10 0.001197 1.242E-11 0.000158 8 PUSH 0.000000 0.418437 0.000000 -0.000744 0.000000 • 6.994E-06 8 SELFWEIGHT -0.037955 0.000000 -1.556826 0.000000 0.002561 0.000000 8 DW -0.004487 0.000000 -0.183743 0.000000 0.000303 0.000000 8 HL93 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 8 P15 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 9 DC -0.021668 0.000000 -2.244608 0.000000 -0.000012 0.000000 9 EQ1 Max 1.714274 2.839E-10 0.768365 1.001E-12 0.000954 3.058E-13 9 EQ2 Max 3.886E-09 0.937338 8.681E-10 0.000900 3.783E-12 0.000282 9 PUSH 0.000000 0.354413 0.000000 -0.000568 0.000000 -0.000132 9 SELFWEIGHT -0.033449 0.000000 -2.339311 0.000000 -0.000019 0.000000 9 DW -0.003954 0.000000 -0.276201 0.000000 -2.212E-06 0.000000 9 HL93 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 9 P15 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 10 DC -0.032101 0.000000 -1.435385 0.000000 -0.002560 0.000000 10 EQ1 Max 1.701791 3.461E-10 0.538856 1.065E-12 0.000887 4.319E-13 10 EQ2 Max 2.410E-09 0.596075 6.712E-10 0.000608 5.042E-12 0.000556 10 PUSH 0.000000 0.232309 0.000000 -0.000393 0.000000 -0.000201 10 SELFWEIGHT -0.044684 0.000000 -1.541235 0.000000 -0.002569 0.000000 10 DW -0.005282 0.000000 -0.181880 0.000000 -0.000304 0.000000 10 HL93 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 10 P15 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 11 DC -0.048055 0.000000 -0.056629 0.000000 -0.001664 0.000000 11 EQ1 Max 1.689892 5.271E-10 0.040170 1.156E-12 0.001725 2.639E-13 11 EQ2 Max 2.693E-09 0.156211 1.471 E-09 0.000339 8.420E-12 0.000535 11 PUSH 0.000000 0.097032 0.000000 -0.000226 0.000000 -0.000201 11 SELFWEIGHT -0.062494 0.000000 -0.065435 0.000000 -0.002183 0.000000 11 DW -0.007387 0.000000 -0.007472 0.000000 -0.000258 0.000000 11 HL93 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 11 P15 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 12 DC -0.048566 0.000000 -0.015245 0.000000 -0.001493 0.000000 12 EQ1 Max 1.689475 4.473E-10 0.002733 1.161E-12 0.001824 2.608E-13 12 EQ2 Max 2.200E-09 0.137040 1.254E-09 0.000327 9.896E-12 0.000526 12 PUSH 0.000000 0.090982 0.000000 -0.000218 0.000000 -0.000199 12 SELFWEIGHT -0.063170 0.000000 -0.011630 0.000000 -0.002055 0.000000 12 DW -0.007467 0.000000 -0.001114 0.000000 -0.000243 0.000000 12 HL93 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 12 P15 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 13 DC -0.048865 0.000000 0.016505 0.000000 -0.001354 0.000000 13 EQ1 Max 1.689391 4.272E-10 0.047141 1.824E-10 0.001868 2.046E-12 13 EQ2 Max 1.559E-09 0.128547 9.866E-10 0.001187 1.170E-11 0.000518 13 PUSH 0.000000 0.086809 0.000000 -0.000218 0.000000 -0.000198 13 SELFWEIGHT -0.063608 0.000000 0.035023 0.000000 -0.001972 0.000000 13 DW -0.007518 0.000000 0.004400 0.000000 -0.000233 0.000000 13 HL93 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 13 P15 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 14 DC -0.050008 0.000000 0.140949 0.000000 -0.000743 0.000000 14 EQ1 Max 1.688816 8.092E-10 0.313106 1.063E-09 0.002072 1.108E-11 14 EQ2 Max 1.055E-09 0.086093 2.035E-09 0.065097 4.833E-12 0.001124 TYLI / R&e / L&B 62 Page 15 of 65 QC6-Seismic-V5.SD6 8. Joint results SAP2000v14.2.5 License #26585 27 August 2014 Table 21: Joint Displacements Joint OutputCase StepType U1 U2 U3 Rl R2 R3 in in in Radians Radians Radians 14 PUSH 0.000000 0.064290 0.000000 -0.011006 0.000000 -0.000299 14 SELFWEIGHT -0.065731 0.000000 0.263413 0.000000 -0.001618 0.000000 14 DW -0.007769 0.000000 0.031391 0.000000 -0.000191 0.000000 14 HL93 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 14 P15 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 15 DC -0.050567 0.000000 0.209426 0.000000 -0.000319 0.000000 15 EQ1 Max 1.687833 9.619E-10 0.654683 4.745E-09 0.002222 4.867E-11 15 EQ2 Max 2.980E-09 0.048506 3.282E-10 0.078731 5.239E-12 0.000456 15 PUSH 0.000000 0.038715 0.000000 0.011428 0.000000 -0.000068 15 SELFWEIGHT -0.067806 0.000000 0.490334 0.000000 -0.001394 0.000000 15 DW -0.008015 0.000000 0.058209 0.000000 -0.000165 0.000000 15 HL93 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 15 P15 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 16 DC -0.050688 0.000000 0.234847 0.000000 -0.000129 0.000000 16 EQ1 Max 1.686427 4.867E-10 1.011497 4.745E-09 0.002286 4.921 E-11 16 EQ2 Max 4.690E-09 0.041882 4.492E-10 0.078731 3.331E-12 0.000473 16 PUSH 0.000000 0.013889 0.000000 0.011428 0.000000 -0.000065 16 SELFWEIGHT -0.069671 0.000000 0.696853 0.000000 -0.001311 0.000000 16 DW -0.008235 0.000000 0.082616 0.000000 -0.000155 0.000000 16 HL93 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 16 P15 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 17 DC -0.050663 0.000000 0.246290 0.000000 -0.000085 0.000000 17 EQ1 Max 1.684532 9.636E-10 1.372050 4.745E-09 0.002299 4.935E-11 17 EQ2 Max 4.824E-09 0.069710 1.011 E-09 0.078731 5.470E-12 0.000479 17 PUSH 0.000000 -0.010569 0.000000 0.011428 0.000000 -0.000064 17 SELFWEIGHT -0.071493 0.000000 0.899620 0.000000 -0.001299 0.000000 17 DW -0.008450 0.000000 0.106580 0.000000 -0.000154 0.000000 17 HL93 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 17 P15 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 18 DC -0.138079 0.000000 -0.012040 0.000000 0.001548 0.000000 18 EQ1 Max 1.591904 1.937E-10 0.001622 1.002E-12 0.002190 4.837E-13 18 EQ2 Max 2.004E-09 0.648856 2.334E-09 0.001493 2.076E-11 0.000573 18 PUSH 0.000000 0.326396 0.000000 -0.000921 0.000000 0.000217 18 SELFWEIGHT -0.186611 0.000000 -0.009201 0.000000 0.002135 0.000000 18 DW -0.022053 0.000000 -0.000870 0.000000 0.000252 0.000000 18 HL93 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 18 P15 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 19 DC -0.218843 0.000000 -0.008328 0.000000 -0.000062 0.000000 19 EQ1 Max 1.257532 9.638E-11 0.001082 1.013E-12 0.003897 4.837E-13 19 EQ2 Max 1.936E-09 0.483767 2.107E-09 0.001496 9.132E-12 0.000573 19 PUSH 0.000000 0.217598 0.000000 -0.000921 0.000000 0.000217 19 SELFWEIGHT -0.298584 0.000000 -0.006435 0.000000 -0.000076 0.000000 19 DW -0.035284 0.000000 -0.000580 0.000000 -9.024E-06 0.000000 19 HL93 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 19 P15 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 20 DC -0.147458 0.000000 -0.004314 0.000000 -0.001028 0.000000 20 EQ1 Max 0.696292 6.065E-11 0.000541 1.014E-12 0.005484 4.837E-13 20 EQ2 Max 7.957E-10 0.329372 1.198E-09 0.001499 1.329E-11 0.000573 20 PUSH 0.000000 0.108798 0.000000 -0.000921 0.000000 0.000217 20 SELFWEIGHT -0.201545 0.000000 -0.003368 0.000000 -0.001403 0.000000 20 DW -0.023817 0.000000 -0.000290 0.000000 -0.000166 0.000000 20 HL93 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 20 P15 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 21 DC 0.000000 0.000000 0.000000 0.000000 -0.001350 0.000000 TYLI / R&e / L&e 63 Page 16 of 65 QC6-Seismic-VS.SOe 8. Joint results SAP2000 vl 4.2.5 License #26585 27 August 2014 Table 21: Joint Displacements Joint OutputCase StepType Ul U2 U3 Rl R2 R3 in in in Radians Radians Radians 21 EQ1 Max 0.000000 1.613E-10 0.000000 9.901 E-13 0.006084 4.837E-13 21 EQ2 Max 0.000000 0.212784 0.000000 0.001500 1.543E-11 0.000573 21 PUSH 0.000000 -7.394E-10 0.000000 -0.000921 0.000000 0.000217 21 SELFWEIGHT 0.000000 0.000000 0.000000 0.000000 -0.001846 0.000000 21 DW 0.000000 0.000000 0.000000 0.000000 -0.000218 0.000000 21 HL93 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 21 P15 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 22 DC 0.046763 0.000000 -0.013351 0.000000 -0.001493 0.000000 22 EQ1 Max 1.595482 3.645E-10 0.002345 1.161E-12 0.001824 2.238E-13 22 EQ2 Max 3.206E-09 0.111019 1.211 E-09 0.000327 9.896E-12 0.000452 22 PUSH 0.000000 0.073571 0.000000 -0.000218 0.000000 -0.000171 22 SELFWEIGHT 0.068002 0.000000 -0.010248 0.000000 -0.002055 0.000000 22 DW 0.008035 0.000000 -0.000956 0.000000 -0.000243 0.000000 22 HL93 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 22 P15 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 23 DC 0.120316 0.000000 -0.009262 0.000000 0.000149 0.000000 23 EQ1 Max 1.113043 1.829E-10 0.001564 9.468E-13 0.005360 1.492E-13 23 EQ2 Max 5.686E-09 0.061225 1.866E-09 0.000274 7.285E-12 0.000301 23 PUSH 0.000000 0.040419 0.000000 -0.000182 0.000000 -0.000114 23 SELFWEIGHT 0.168264 0.000000 -0.007193 0.000000 0.000218 0.000000 23 DW 0.019884 0.000000 -0.000637 0.000000 0.000026 0.000000 23 HL93 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 23 P15 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 24 DC 0.055328 0.000000 -0.004811 0.000000 0.000647 0.000000 24 EQ1 Max 0.385007 7.095E-11 0.000782 5.256E-13 0.005059 7.461E-14 24 EQ2 Max 6.041 E-09 0.021790 1.589E-09 0.000165 3.065E-11 0.000151 24 PUSH 0.000000 0.014323 0.000000 -0.000109 0.000000 -0.000057 24 SELFWEIGHT 0.077084 0.000000 -0.003777 0.000000 0.000903 0.000000 24 DW 0.009109 0.000000 -0.000319 0.000000 0.000107 0.000000 24 HL93 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 24 P15 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 25 DC 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 25 EQ1 Max 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 25 EQ2 Max 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 25 PUSH 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 25 SELFWEIGHT 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 25 DW 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 25 HL93 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 25 P15 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 Table 22: Joint Reactions Table 22: Joint Reactions Joint OutputCase StepType Fl F2 F3 Ml M2 M3 Kip Kip Kip Kip-in Kip-in Kip-in 1 DC 31.581 0.000 0.000 0.000 0.000 0.000 1 EQ1 Max 1273.930 6.153E-06 0.000 0.000 0.000 0.000 1 EQ2 Max 7.562E-06 1243.456 0.000 0.000 0.000 0.000 1 PUSH 0.000 -753.692 0.000 0.000 0.000 0.000 1 SELFWEIGHT 44.786 0.000 0.000 0.000 0.000 0.000 1 DW 5.293 0.000 0.000 0.000 0.000 0.000 1 HL93 0.000 0.000 0.000 0.000 0.000 0.000 TYLI / R&e / L&e 64 Page 17 of 65 QCe - Seismic - V5.SD6 9. Frame results SAP2000 vl 4.2.5 Table 22: Joint Reactions License #26585 27 August 2014 Joint OutputCase StepType Fl F2 F3 Ml M2 M3 Kip Kip Kip Kip-in Kip-in Kip-in 1 P15 0.000 0.000 0.000 0.000 0.000 0.000 17 DC 38.453 0.000 0.000 0.000 0.000 0.000 17 EQ1 Max 1278.560 9.132E-06 0.000 0.000 0.000 0.000 17 EQ2 Max 3.661 E-06 660.638 0.000 0.000 0.000 0.000 17 PUSH 0.000 100.161 0.000 0.000 0.000 0.000 17 SELFWEIGHT 54.264 0.000 0.000 0.000 0.000 0.000 17 DW 6.414 0.000 0.000 0.000 0.000 0.000 17 HL93 0.000 0.000 0.000 0.000 0.000 0.000 17 P15 0.000 0.000 0.000 0.000 0.000 0.000 21 DC 145.781 0.000 2763.611 0.000 0.000 0.000 21 EQ1 Max 282.675 1.748E-07 334.892 0.000 0.000 0.000 21 EQ2 Max 1.282E-05 230.658 7.413E-04 0.000 0.000 0.000 21 PUSH 0.000 8.015E-07 0.000 0.000 0.000 0.000 21 SELFWEIGHT 200.264 0.000 2177.685 0.000 0.000 0.000 21 DW 23.665 0.000 179.432 0.000 0.000 0.000 21 HL93 0.000 0.000 0.000 0.000 0.000 0.000 21 P15 0.000 0.000 0.000 0.000 0.000 0.000 25 DC -215.814 0.000 2819.862 0.000 -29758.627 0.000 25 EQ1 Max 926.777 9.787E-06 441.820 2.773E-03 183286.769 7.246E-06 25 EQ2 Max 1.287E-04 2065.675 8.976E-04 921325.660 7.584E-03 14623.665 25 PUSH 0.000 -1346.469 0.000 609302.349 0.000 5526.519 25 SELFWEIGHT -299.313 0.000 2235.636 0.000 -41404.080 0.000 25 DW -35.372 0.000 179.961 0.000 -4892.966 0.000 25 HL93 0.000 0.000 0.000 0.000 0.000 0.000 25 P15 0.000 0.000 0.000 0.000 0.000 0.000 9. Frame results This section provides frame force results Table 23 Frame Element Forces - Frames, Part 1 of 2 Table 23: Element Forces - Frames, Part 1 of 2 Station OutputCase StepType P V2 V3 in Kip Kip Kip 0.000 DC -30.387 119.560 0.000 22.394 DC -30.153 142.937 0.000 44.788 DC -29.920 166.315 0.000 67.182 DC -29.686 189.693 0.000 89.576 DC -29.452 213.070 0.000 111.970 DC -29.219 236.448 0.000 134.364 DC -28.985 259.825 0.000 156.758 DC -28.751 283.203 0.000 0.000 EQ1 Max 1206.881 88.928 4.790E-06 22.394 EQ1 Max 1206.881 88.928 4.790E-06 44.788 EQ1 Max 1206.881 88.928 4.790E-06 67.182 EQ1 Max 1206.881 88.928 4.790E-06 89.576 EQ1 Max 1206.881 88.928 4.790E-06 111.970 EQ1 Max 1206.881 88.928 4.790E-06 134.364 EQ1 Max 1206.881 88.928 4.790E-06 156.758 EQ1 Max 1206.881 88.928 4.790E-06 TYLI / R&e / L&e 65 Page 18 of 65 QCe-Seismic-V5.SDe 9. Frame results SAP2000 vl 4.2.5 License #26585 27 August 2014 Table 23: Element Forces - Frames, Part 1 of 2 ame Station in OutputCase StepType • ^ P. Kip V2 Kip V3 Kip 0.000 EQ2 Max 5.293E-04 1.899E-04 1227.213 22.394 EQ2 Max 5.293E-04 1.899E-04 1227.213 44.788 EQ2 Max 5.293E-04 1.899E-04 1227.213 67.182 EQ2 Max 5.293E-04 1.899E-04 1227.213 89.576 EQ2 Max 5.293E-04 1.899E-04 1227.213 111.970 EQ2 Max 5.293E-04 1.899E-04 1227.213 134.364 EQ2 Max 5.293E-04 1.899E-04 1227.213 156.758 EQ2 Max 5.293E-04 1.899E-04 1227.213 0.000 PUSH 0.000 0.000 -753.692 22.394 PUSH 0.000 0.000 -753.692 44.788 PUSH 0.000 0.000 -753.692 67.182 PUSH 0.000 0.000 -753.692 89.576 PUSH 0.000 0.000 -753.692 111.970 PUSH 0.000 0.000 -753.692 134.364 PUSH 0.000 0.000 -753.692 156.758 PUSH 0.000 0.000 -753.692 0.000 SELFWEIGHT -44.784 0.448 0.000 22.394 SELFWEIGHT -44.586 20.187 0.000 44.788 SELFWEIGHT -44.389 39.925 0.000 67.182 SELFWEIGHT -44.192 59.664 0.000 89.576 SELFWEIGHT -43.994 79.403 0.000 111.970 SELFWEIGHT -43.797 99.142 0.000 134.364 SELFWEIGHT -43.600 118.880 0.000 156.758 SELFWEIGHT -43.402 138.619 0.000 0.000 DW -5.293 0.053 0.000 22.394 DW -5.270 2.386 0.000 44.788 DW -5.246 4.718 0.000 67.182 DW -5.223 7.051 0.000 89.576 DW -5.200 9.383 0.000 111.970 DW -5.177 11.716 0.000 134.364 DW -5.153 14.048 0.000 156.758 DW -5.130 16.381 0.000 0.000 HL93 0.000 0.000 0.000 22.394 HL93 0.000 0.000 0.000 44.788 HL93 0.000 0.000 0.000 67.182 HL93 0.000 0.000 0.000 89.576 HL93 0.000 0.000 0.000 111.970 HL93 0.000 0.000 0.000 134.364 HL93 0.000 0.000 0.000 156.758 HL93 0.000 0.000 0.000 0.000 PI 5 0.000 0.000 0.000 22.394 P15 0.000 0.000 0.000 44.788 P15 0.000 0.000 0.000 67.182 PI 5 0.000 0.000 0.000 89.576 P15 0.000 0.000 0.000 111.970 PI 5 0.000 0.000 0.000 134.364 P15 0.000 0.000 0.000 156.758 P15 0.000 0.000 0.000 2 0.000 DC -28.749 283.203 0.000 2 22.394 DC -28.515 306.581 0.000 2 44.788 DC -28.281 329.958 0.000 2 67.182 DC -28.047 353.336 0.000 2 89.576 DC -27.813 376.714 0.000 2 111.970 DC -27.579 400.091 0.000 TYLI / R&e / L&e 66 Page 19 of 65 QCB-Seismic-V5.SDe 9. Frame results SAP2000 V14.2.5 License #26585 27 August 2014 Table 23: Element Forces - Frames, Part 1 of 2 ame Station OutputCase StepType P V2 V3 in Kip Kip Kip 2 134.364 DC -27.345 423.469 0.000 2 156.758 DC -27.111 446.847 0.000 2 0.000 EQ1 Max 1072.561 205.129 7.460E-06 2 22.394 EQ1 Max 1072.561 205.129 7.460E-06 2 44.788 EQ1 Max 1072.561 205.129 7.460E-06 2 67.182 EQ1 Max 1072.561 205.129 7.460E-06 2 89.576 EQ1 Max 1072.561 205.129 7.460E-06 2 111.970 EQ1 Max 1072.561 205.129 7.460E-06 2 134.364 EQ1 Max 1072.561 205.129 7.460E-06 2 156.758 EQ1 Max 1072.561 205.129 7.460E-06 2 0.000 EQ2 Max 1.026E-03 1.904E-04 1164.264 2 22.394 EQ2 Max 1.026E-03 1.904E-04 1164.264 2 44.788 EQ2 Max 1.026E-03 1.904E-04 1164.264 2 67.182 EQ2 Max 1.026E-03 1.904E-04 1164.264 2 89.576 EQ2 Max 1.026E-03 1.904E-04 1164.264 2 111.970 EQ2 Max 1.026E-03 1.904E-04 1164.264 2 134.364 EQ2 Max 1.026E-03 1.904E-04 1164.264 2 156.758 EQ2 Max 1.026E-03 1.904E-04 1164.264 2 0.000 PUSH 0.000 0.000 -753.692 2 22.394 PUSH 0.000 0.000 -753.692 2 44.788 PUSH 0.000 0.000 -753.692 2 67.182 PUSH 0.000 0.000 -753.692 2 89.576 PUSH 0.000 0.000 -753.692 2 111.970 PUSH 0.000 0.000 -753.692 2 134.364 PUSH 0.000 0.000 -753.692 2 156.758 PUSH 0.000 0.000 -753.692 2 0.000 SELFWEIGHT -43.401 138.619 0.000 2 22.394 SELFWEIGHT -43.204 158.358 0.000 2 44.788 SELFWEIGHT -43.006 178.097 0.000 2 67.182 SELFWEIGHT -42.809 197.836 0.000 2 89.576 SELFWEIGHT -42.611 217.575 0.000 2 111.970 SELFWEIGHT -42.414 237.313 0.000 2 134.364 SELFWEIGHT -42.216 257.052 0.000 2 156.758 SELFWEIGHT -42.019 276.791 0.000 2 0.000 DW -5.130 16.381 0.000 2 22.394 DW -5.106 18.714 0.000 2 44.788 DW -5.083 21.046 0.000 2 67.182 DW -5.060 23.379 0.000 2 89.576 DW -5.036 25.711 0.000 2 111.970 DW -5.013 28.044 0.000 2 134.364 DW -4.990 30.377 0.000 2 156.758 DW -4.966 32.709 0.000 2 0.000 HL93 0.000 0.000 0.000 2 22.394 HL93 0.000 0.000 0.000 2 44.788 HL93 0.000 0.000 0.000 2 67.182 HL93 0.000 0.000 0.000 2 89.576 HL93 0.000 0.000 0.000 2 111.970 HL93 0.000 0.000 0.000 2 134.364 HL93 0.000 0.000 0.000 2 156.758 HL93 0.000 0.000 0.000 2 0.000 PI 5 0.000 0.000 0.000 2 22.394 PI 5 0.000 0.000 0.000 2 44.788 PI 5 0.000 0.000 0.000 2 67.182 PI 5 0.000 0.000 0.000 TYLI / R&e / L&e 67 Page 20 of 65 QCe-Seismic-V5.SD6 9. Frame results SAP2000 V14.2.5 License #26585 27 August 2014 Table 23: Element Forces - Frames, Part 1 of 2 Frame Station OutputC^e StepType P \ V2 V3 in Kip Kip Kip 2 89.576 P15 0.000 0.000 0.000 2 111.970 P15 0.000 0.000 0.000 2 134.364 P15 0.000 0.000 0.000 2 156.758 P15 0.000 0.000 0.000 3 0.000 DC -26.850 473.345 0.000 3 22.394 DC -26.616 496.723 0.000 3 44.788 DC -26.383 520.100 0.000 3 67.182 DC -26.149 543.478 0.000 3 89.576 DC -25.915 566.855 0.000 3 111.970 DC -25.681 590.233 0.000 3 134.364 DC -25.448 613.611 0.000 3 156.758 DC -25.214 636.988 0.000 3 0.000 EQ1 Max 937.952 278.770 4.877E-06 3 22.394 EQ1 Max 937.952 278.770 4.877E-06 3 44.788 EQ1 Max 937.952 278.770 4.877E-06 3 67.182 EQ1 Max 937.952 278.770 4.877E-06 3 89.576 EQ1 Max 937.952 278.770 4.877E-06 3 111.970 EQ1 Max 937.952 278.770 4.877E-06 3 134.364 EQ1 Max 937.952 278.770 4.877E-06 3 156.758 EQ1 Max 937.952 278.770 4.877E-06 3 0.000 EQ2 Max 9.114E-04 1.582E-04 1074.619 3 22.394 EQ2 Max 9.114E-04 1.582E-04 1074.619 3 44.788 EQ2 Max 9.114E-04 1.582E-04 1074.619 3 67.182 EQ2 Max 9.114E-04 1.582E-04 1074.619 3 89.576 EQ2 Max 9.114E-04 1.582E-04 1074.619 3 111.970 EQ2 Max 9.114E-04 1.582E-04 1074.619 3 134.364 EQ2 Max 9.114E-04 1.582E-04 1074.619 3 156.758 EQ2 Max 9.114E-04 1.582E-04 1074.619 3 0.000 PUSH 0.000 0.000 -753.692 3 22.394 PUSH 0.000 0.000 -753.692 3 44.788 PUSH 0.000 0.000 -753.692 3 67.182 PUSH 0.000 0.000 -753.692 3 89.576 PUSH 0.000 0.000 -753.692 3 111.970 PUSH 0.000 0.000 -753.692 3 134.364 PUSH 0.000 0.000 -753.692 3 156.758 PUSH 0.000 0.000 -753.692 3 0.000 SELFWEIGHT -42.021 276.791 0.000 3 22.394 SELFWEIGHT -41.824 296.529 0.000 3 44.788 SELRVEIGHT -41.626 316.268 0.000 3 67.182 SELFWEIGHT -41.429 336.007 0.000 3 89.576 SELFWEIGHT -41.231 355.746 0.000 3 111.970 SELFWEIGHT -41.034 375.484 0.000 3 134.364 SELFWEIGHT -40.837 395.223 0.000 3 156.758 SELFWEIGHT -40.639 414.962 0.000 3 0.000 DW -4.967 32.709 0.000 3 22.394 DW -4.943 35.042 0.000 3 44.788 DW -4.920 37.374 0.000 3 67.182 DW -4.897 39.707 0.000 3 89.576 DW -4.873 42.040 0.000 3 111.970 DW -4.850 44.372 0.000 3 134.364 DW -4.827 46.705 0.000 3 156.758 DW -4.803 49.037 0.000 3 0.000 HL93 0.000 0.000 0.000 3 22.394 HL93 0.000 0.000 0.000 TYLI / R&e / L&e 68 Page 21 of 65 QCe-Seismic-V5.SD6 9. Frame results SAP2000v14.2.5 License #26585 27 August 2014 Table 23: Element Forces - Frames, Part 1 of 2 Frame Station OutputCase StepType P V2 V3 in Kip Kip Kip 3 44.788 HL93 0.000 0.000 0.000 3 67.182 HL93 0.000 0.000 0.000 3 89.576 HL93 0.000 0.000 0.000 3 111.970 HL93 0.000 0.000 0.000 3 134.364 HL93 0.000 0.000 0.000 3 156.758 HL93 0.000 0.000 0.000 3 0.000 P15 0.000 0.000 0.000 3 22.394 P15 0.000 0.000 0.000 3 44.788 P15 0.000 0.000 0.000 3 67.182 P15 0.000 0.000 0.000 3 89.576 P15 0.000 0.000 0.000 3 111.970 P15 0.000 0.000 0.000 3 134.364 P15 0.000 0.000 0.000 3 156.758 P15 0.000 0.000 0.000 4 0.000 DC -25.214 636.988 0.000 4 22.126 DC -24.983 660.086 0.000 4 44.252 DC -24.752 683.184 0.000 4 66.378 DC -24.521 706.282 0.000 4 88.504 DC -24.290 729.380 0.000 4 110.631 DC -24.059 752.478 0.000 4 132.757 DC -23.829 775.576 0.000 4 0.000 EQ1 Max 813.431 309.911 1.172E-05 4 22.126 EQ1 Max 813.431 309.911 1.172E-05 4 44.252 EQ1 Max 813.431 309.911 1.172E-05 4 66.378 EQ1 Max 813.431 309.911 1.172E-05 4 88.504 EQ1 Max 813.431 309.911 1.172E-05 4 110.631 EQ1 Max 813.431 309.911 1.172E-05 4 132.757 EQ1 Max 813.431 309.911 1.172E-05 4 0.000 EQ2 Max 7.160E-04 2.651 E-04 969.925 4 22.126 EQ2 Max 7.160E-04 2.651 E-04 969.925 4 44.252 EQ2 Max 7.160E-04 2.651 E-04 969.925 4 66.378 EQ2 Max 7.160E-04 2.651 E-04 969.925 4 88.504 EQ2 Max 7.160E-04 2.651 E-04 969.925 4 110.631 EQ2 Max 7.160E-04 2.651 E-04 969.925 4 132.757 EQ2 Max 7.160E-04 2.651 E-04 969.925 4 0.000 PUSH 0.000 0.000 -753.692 4 22.126 PUSH 0.000 0.000 -753.692 4 44.252 PUSH 0.000 0.000 -753.692 4 66.378 PUSH 0.000 0.000 -753.692 4 88.504 PUSH 0.000 0.000 -753.692 4 110.631 PUSH 0.000 0.000 -753.692 4 132.757 PUSH 0.000 0.000 -753.692 4 0.000 SELFWEIGHT -40.640 414.962 0.000 4 22.126 SELFWEIGHT -40.445 434.465 0.000 4 44.252 SELFWEIGHT -40.250 453.967 0.000 4 66.378 SELFWEIGHT -40.055 473.470 0.000 4 88.504 SELFWEIGHT -39.860 492.973 0.000 4 110.631 SELFWEIGHT -39.665 512.475 0.000 4 132.757 SELFWEIGHT -39.470 531.978 0.000 4 0.000 DW -4.803 49.037 0.000 4 22.126 DW -4.780 51.342 0.000 4 44.252 DW -4.757 53.647 0.000 4 66.378 DW -4.734 55.951 0.000 4 88.504 DW -4.711 58.256 0.000 TYLI / R&e / L&e 69 Page 22 of 65 QC6-Seismic-VS.SDB 9. Frame results SAP2000v14.2.5 License #26585 27 August 2014 Table 23: Element Forces - Frames, Part 1 of 2 ame Station OutputCase StepType P V2 V3 in Kip Kip Kip 4 110.631 DW -4.688 60.561 0.000 4 132.757 DW -4.665 62.865 0.000 4 0.000 HL93 0.000 0.000 0.000 4 22.126 HL93 0.000 0.000 0.000 4 44.252 HL93 0.000 0.000 0.000 4 66.378 HL93 0.000 0.000 0.000 4 88.504 HL93 0.000 0.000 0.000 4 110.631 HL93 0.000 0.000 0.000 4 132.757 HL93 0.000 0.000 0.000 4 0.000 PI 5 0.000 0.000 0.000 4 22.126 PI 5 0.000 0.000 0.000 4 44.252 PI 5 0.000 0.000 0.000 4 66.378 P15 0.000 0.000 0.000 4 88.504 P15 0.000 0.000 0.000 4 110.631 P15 0.000 0.000 0.000 4 132.757 P15 0.000 0.000 0.000 5 0.000 DC -23.827 775.576 0.000 5 24.001 DC -23.576 800.632 0.000 5 0.000 EQ1 Max 745.930 311.966 1.139E-05 5 24.001 EQ1 Max 745.930 311.966 1.139E-05 5 0.000 EQ2 Max 7.203E-04 3.798E-04 903.933 5 24.001 EQ2 Max 7.203E-04 3.798E-04 903.933 5 0.000 PUSH 0.000 0.000 -753.692 5 24.001 PUSH 0.000 0.000 -753.692 5 0.000 SELFWEIGHT -39.468 531.978 0.000 5 24.001 SELFWEIGHT -39.257 553.133 0.000 5 0.000 DW -4.665 62.865 0.000 5 24.001 DW -4.640 65.365 0.000 5 0.000 HL93 0.000 0.000 0.000 5 24.001 HL93 0.000 0.000 0.000 5 0.000 PI 5 0.000 0.000 0.000 5 24.001 P15 0.000 0.000 0.000 6 0.000 DC -188.802 -1143.130 0.000 6 24.001 DC -188.551 -1118.075 0.000 6 0.000 EQ1 Max 605.099 121.445 1.651 E-05 6 24.001 EQ1 Max 605.099 121.445 1.651 E-05 6 0.000 EQ2 Max 3.926E-04 7.693E-04 647.939 6 24.001 EQ2 Max 3.926E-04 7.693E-04 647.939 6 0.000 PUSH 0.000 0.000 246.308 6 24.001 PUSH 0.000 0.000 246.308 6 0.000 SELFWEIGHT -254.694 -963.179 0.000 6 24.001 SELFWEIGHT -254.482 -942.024 0.000 6 0.000 DW -30.098 -113.821 0.000 6 24.001 DW -30.073 -111.321 0.000 6 0.000 HL93 0.000 0.000 0.000 6 24.001 HL93 0.000 0.000 0.000 6 0.000 PI 5 0.000 0.000 0.000 6 24.001 PI 5 0.000 0.000 0.000 7 0.000 DC -188.551 -1118.075 0.000 7 23.865 DC -188.302 -1093.162 0.000 7 47.730 DC -188.053 -1068.249 0.000 7 71.594 DC -187.804 -1043.336 0.000 7 95.459 DC -187.555 -1018.423 0.000 7 119.324 DC -187.305 -993.510 0.000 TYLI / R&B / L&e 70 Page 23 of 65 QCB - Seismic-VS.SOe 9. Frame results SAP2000 vl 4.2.5 License #26585 27 August 2014 Table 23: Element Forces - Frames, Part 1 of 2 Frame Station OutputCase StepType • .P V2 V3 in Kip Kip Kip 7 143.189 DC -187.056 -968.597 0.000 7 167.054 DC -186.807 -943.684 0.000 7 190.919 DC -186.558 -918.771 0.000 7 214.783 DC -186.309 -893.857 0.000 7 238.648 DC -186.060 -868.944 0.000 7 262.513 DC -185.811 -844.031 0.000 7 286.378 DC -185.562 -819.118 0.000 7 310.243 DC -185.312 -794.205 0.000 7 334.108 DC -185.063 -769.292 0.000 7 357.972 DC -184.814 -744.379 0.000 7 381.837 DC -184.565 -719.466 0.000 7 405.702 DC -184.316 -694.553 0.000 7 429.567 DC -184.067 -669.640 0.000 7 453.432 DC -183.818 -644.727 0.000 7 477.297 DC -183.569 -619.814 0.000 7 501.161 DC -183.319 -594.901 0.000 7 525.026 DC -183.070 -569.988 0.000 7 0.000 EQ1 Max 374.416 121.451 3.381 E-06 7 23.865 EQ1 Max 374.416 121.451 3.381 E-06 7 47.730 EQ1 Max 374.416 121.451 3.381 E-06 7 71.594 EQ1 Max 374.416 121.451 3.381 E-06 7 95.459 EQ1 Max 374.416 121.451 3.381 E-06 7 119.324 EQ1 Max 374.416 121.451 3.381 E-06 7 143.189 EQ1 Max 374.416 121.451 3.381 E-06 7 167.054 EQ1 Max 374.416 121.451 3.381 E-06 7 190.919 EQ1 Max 374.416 121.451 3.381 E-06 7 214.783 EQ1 Max 374.416 121.451 3.381 E-06 7 238.648 EQ1 Max 374.416 121.451 3.381 E-06 7 262.513 EQ1 Max 374.416 121.451 3.381 E-06 7 286.378 EQ1 Max 374.416 121.451 3.381 E-06 7 310.243 EQ1 Max 374.416 121.451 3.381 E-06 7 334.108 EQ1 Max 374.416 121.451 3.381 E-06 7 357.972 EQ1 Max 374.416 121.451 3.381 E-06 7 381.837 EQ1 Max 374.416 121.451 3.381 E-06 7 405.702 EQ1 Max 374.416 121.451 3.381 E-06 7 429.567 EQ1 Max 374.416 121.451 3.381 E-06 7 453.432 EQ1 Max 374.416 121.451 3.381 E-06 7 477.297 EQ1 Max 374.416 121.451 3.381 E-06 7 501.161 EQ1 Max 374.416 121.451 3.381 E-06 7 525.026 EQ1 Max 374.416 121.451 3.381 E-06 7 0.000 EQ2 Max 3.452E-04 2.582E-05 443.762 7 23.865 EQ2 Max 3.452E-04 2.582E-05 443.762 7 47.730 EQ2 Max 3.452E-04 2.582E-05 443.762 7 71.594 EQ2 Max 3.452E-04 2.582E-05 443.762 7 95.459 EQ2 Max 3.452E-04 2.582E-05 443.762 7 119.324 EQ2 Max 3.452E-04 2.582E-05 443.762 7 143.189 EQ2 Max 3.452E-04 2.582E-05 443.762 7 167.054 EQ2 Max 3.452E-04 2.582E-05 443.762 7 190.919 EQ2 Max 3.452E-04 2.582E-05 443.762 7 214.783 EQ2 Max 3.452E-04 2.582E-05 443.762 7 238.648 EQ2 Max 3.452E-04 2.582E-05 443.762 7 262.513 EQ2 Max 3.452E-04 2.582E-05 443.762 7 286.378 EQ2 Max 3.452E-04 2.582E-05 443.762 7 310.243 EQ2 Max 3.452E-04 2.582E-05 443.762 TYLI / R&e / L&e 71 Page 24 of 65 QCB-Seismic-V5.SDB 9. Frame results SAP2000 vl 4.2.5 License #26585 27 August 2014 Table 23: Element Forces - Frames, Part 1 of 2 ame Station OutputCase StepType P V2 V3 in Kip Kip Kip 7 334.108 EQ2 Max 3.452E-04 2.582E-05 443.762 7 357.972 EQ2 Max 3.452E-04 2.582E-05 443.762 7 381.837 EQ2 Max 3.452E-04 2.582E-05 443.762 7 405.702 EQ2 Max 3.452E-04 2.582E-05 443.762 7 429.567 EQ2 Max 3.452E-04 2.582E-05 443.762 7 453.432 EQ2 Max 3.452E-04 2.582E-05 443.762 7 477.297 EQ2 Max 3.452E-04 2.582E-05 443.762 7 501.161 EQ2 Max 3.452E-04 2.582E-05 443.762 7 525.026 EQ2 Max 3.452E-04 2.582E-05 443.762 7 0.000 PUSH 0.000 0.000 246.308 7 23.865 PUSH 0.000 0.000 246.308 7 47.730 PUSH 0.000 0.000 246.308 7 71.594 PUSH 0.000 0.000 246.308 7 95.459 PUSH 0.000 0.000 246.308 7 119.324 PUSH 0.000 0.000 246.308 7 143.189 PUSH 0.000 0.000 246.308 7 167.054 PUSH 0.000 0.000 246.308 7 190.919 PUSH 0.000 0.000 246.308 7 214.783 PUSH 0.000 0.000 246.308 7 238.648 PUSH 0.000 0.000 246.308 7 262.513 PUSH 0.000 0.000 246.308 7 286.378 PUSH 0.000 0.000 246.308 7 310.243 PUSH 0.000 0.000 246.308 7 334.108 PUSH 0.000 0.000 246.308 7 357.972 PUSH 0.000 0.000 246.308 7 381.837 PUSH 0.000 0.000 246.308 7 405.702 PUSH 0.000 0.000 246.308 7 429.567 PUSH 0.000 0.000 246.308 7 453.432 PUSH 0.000 0.000 246.308 7 477.297 PUSH 0.000 0.000 246.308 7 501.161 PUSH 0.000 0.000 246.308 7 525.026 PUSH 0.000 0.000 246.308 7 0.000 SELFWEIGHT -254.482 -942.024 0.000 7 23.865 SELFWEIGHT -254.272 -920.988 0.000 7 47.730 SELFWEIGHT -254.062 -899.953 0.000 7 71.594 SELFWEIGHT -253.851 -878.918 0.000 7 95.459 SELFWEIGHT -253.641 -857.883 0.000 7 119.324 SELFWEIGHT -253.431 -836.847 0.000 7 143.189 SELFWEIGHT -253.220 -815.812 0.000 7 167.054 SELFWEIGHT -253.010 -794.777 0.000 7 190.919 SELFWEIGHT -252.800 -773.742 0.000 7 214.783 SELFWEIGHT -252.589 -752.706 0.000 7 238.648 SELFWEIGHT -252.379 -731.671 0.000 7 262.513 SELFWEIGHT -252.168 -710.636 0.000 7 286.378 SELFWEIGHT -251.958 -689.601 0.000 7 310.243 SELFWEIGHT -251.748 -668.566 0.000 7 334.108 SELFWEIGHT -251.537 -647.530 0.000 7 357.972 SELFWEIGHT -251.327 -626.495 0.000 7 381.837 SELRVEIGHT -251.117 -605.460 0.000 7 405.702 SELRVEIGHT -250.906 -584.425 0.000 7 429.567 SELFWEIGHT -250.696 -563.389 0.000 7 453.432 SELFWEIGHT -250.486 -542.354 0.000 7 477.297 SELFWEIGHT -250.275 -521.319 0.000 7 501.161 SELFWEIGHT -250.065 -500.284 0.000 TYLI / R&e / L&e 72 Page 25 of 65 QCe - Seismic-V5.SDB 9. Frame results SAP2000 V14.2.5 License #26585 27 August 2014 Table 23: Element Forces - Frames, Part 1 of 2 Frame Station OutputCase StepType P V2 V3 in Kip Kip Kip 7 525.026 SELFWEIGHT -249.855 -479.248 0.000 7 0.000 DW -30.073 -111.321 0.000 7 23.865 DW -30.048 -108.836 0.000 7 47.730 DW -30.023 -106.350 0.000 7 71.594 DW -29.998 -103.864 0.000 7 95.459 DW -29.973 -101.378 0.000 7 119.324 DW -29.949 -98.892 0.000 7 143.189 DW -29.924 -96.407 0.000 7 167.054 DW -29.899 -93.921 0.000 7 190.919 DW -29.874 -91.435 0.000 7 214.783 DW -29.849 -88.949 0.000 7 238.648 DW -29.824 -86.463 0.000 7 262.513 DW -29.799 -83.978 0.000 7 286.378 DW -29.775 -81.492 0.000 7 310.243 DW -29.750 -79.006 0.000 7 334.108 DW -29.725 -76.520 0.000 7 357.972 DW -29.700 -74.034 0.000 7 381.837 DW -29.675 -71.549 0.000 7 405.702 DW -29.650 -69.063 0.000 7 429.567 DW -29.625 -66.577 0.000 7 453.432 DW -29.601 -64.091 0.000 7 477.297 DW -29.576 -61.605 0.000 7 501.161 DW -29.551 -59.120 0.000 7 525.026 DW -29.526 -56.634 0.000 7 0.000 HL93 0.000 0.000 0.000 7 23.865 HL93 0.000 0.000 0.000 7 47.730 HL93 0.000 0.000 0.000 7 71.594 HL93 0.000 0.000 0.000 7 95.459 HL93 0.000 0.000 0.000 7 119.324 HL93 0.000 0.000 0.000 7 143.189 HL93 0.000 0.000 0.000 7 167.054 HL93 0.000 0.000 0.000 7 190.919 HL93 0.000 0.000 0.000 7 214.783 HL93 0.000 0.000 0.000 7 238.648 HL93 0.000 0.000 0.000 7 262.513 HL93 0.000 0.000 0.000 7 286.378 HL93 0.000 0.000 0.000 7 310.243 HL93 0.000 0.000 0.000 7 334.108 HL93 0.000 0.000 0.000 7 357.972 HL93 0.000 0.000 0.000 7 381.837 HL93 0.000 0.000 0.000 7 405.702 HL93 0.000 0.000 0.000 7 429.567 HL93 0.000 0.000 0.000 7 453.432 HL93 0.000 0.000 0.000 7 477.297 HL93 0.000 0.000 0.000 7 501.161 HL93 0.000 0.000 0.000 7 525.026 HL93 0.000 0.000 0.000 7 0.000 P15 0.000 0.000 0.000 7 23.865 P15 0.000 0.000 0.000 7 47.730 PI 5 0.000 0.000 0.000 7 71.594 P15 0.000 0.000 0.000 7 95.459 P15 0.000 0.000 0.000 7 119.324 P15 0.000 0.000 0.000 7 143.189 PI 5 0.000 0.000 0.000 TYLI / R&e / L&6 73 Page 26 of 65 QCe - Seismic-VS.SDe 9. Frame results SAP2000v14.2.5 License #26585 27 August 2014 Table 23: Element Forces - Frames, Part 1 of 2 Frame Station OutputCase StepType P V2 V3 in Kip Kip Kip 7 167.054 P15 0.000 0.000 0.000 7 190.919 P15 0.000 0.000 0.000 7 214.783 P15 0.000 0.000 0.000 7 238.648 P15 0.000 0.000 0.000 7 262.513 P15 0.000 0.000 0.000 7 286.378 P15 0.000 0.000 0.000 7 310.243 P15 0.000 0.000 0.000 7 334.108 P15 0.000 0.000 0.000 7 357.972 P15 0.000 0.000 0.000 7 381.837 P15 0.000 0.000 0.000 7 405.702 P15 0.000 0.000 0.000 7 429.567 P15 0.000 0.000 0.000 7 453.432 P15 0.000 0.000 0.000 7 477.297 P15 0.000 0.000 0.000 7 501.161 P15 0.000 0.000 0.000 7 525.026 P15 0.000 0.000 0.000 8 0.000 DC -183.070 -569.988 0.000 8 23.871 DC -182.821 -545.068 0.000 8 47.742 DC -182.572 -520.149 0.000 8 71.612 DC -182.323 -495.230 0.000 8 95.483 DC -182.074 -470.310 0.000 8 119.354 DC -181.824 -445.391 0.000 8 143.225 DC -181.575 -420.472 0.000 8 167.095 DC -181.326 -395.553 0.000 8 190.966 DC -181.077 -370.633 0.000 8 214.837 DC -180.828 -345.714 0.000 8 238.708 DC -180.578 -320.795 0.000 8 262.578 DC -180.329 -295.876 0.000 8 286.449 DC -180.080 -270.956 0.000 8 310.320 DC -179.831 -246.037 0.000 8 334.191 DC -179.582 -221.118 0.000 8 358.061 DC -179.332 -196.199 0.000 8 381.932 DC -179.083 -171.279 0.000 8 405.803 DC -178.834 -146.360 0.000 8 429.674 DC -178.585 -121.441 0.000 8 453.544 DC -178.336 -96.522 0.000 8 477.415 DC -178.086 -71.602 0.000 8 501.286 DC -177.837 -46.683 0.000 8 525.157 DC -177.588 -21.764 0.000 8 549.027 DC -177.339 3.155 0.000 8 0.000 EQ1 Max 150.731 215.205 5.595E-07 8 23.871 EQ1 Max 150.731 215.205 5.595E-07 8 47.742 EQ1 Max 150.731 215.205 5.595E-07 8 71.612 EQ1 Max 150.731 215.205 5.595E-07 8 95.483 EQ1 Max 150.731 215.205 5.595E-07 8 119.354 EQ1 Max 150.731 215.205 5.595E-07 8 143.225 EQ1 Max 150.731 215.205 5.595E-07 8 167.095 EQ1 Max 150.731 215.205 5.595E-07 8 190.966 EQ1 Max 150.731 215.205 5.595E-07 8 214.837 EQ1 Max 150.731 215.205 5.595E-07 8 238.708 EQ1 Max 150.731 215.205 5.595E-07 8 262.578 EQ1 Max 150.731 215.205 5.595E-07 8 286.449 EQ1 Max 150.731 215.205 5.595E-07 8 310.320 EQ1 Max 150.731 215.205 5.595E-07 TYLI / R&e / L&B 74 Page 27 of 65 QCB-Seismic-V5.SD6 9. Frame results SAP2000 vl4.2.5 - License #26585 27 August 2014 Table 23: Element Forces - Frames, Part 1 of 2 Frame Station OutputCase StepType P V2 V3 In : Kip Krp Kip 8 334.191 EQ1 Max 150.731 215.205 5.595E-07 8 358.061 EQ1 Max 150.731 215.205 5.595E-07 8 381.932 EQ1 Max 150.731 215.205 5.595E-07 8 405.803 EQ1 Max 150.731 215.205 5.595E-07 8 429.674 EQ1 Max 150.731 215.205 5.595E-07 8 453.544 EQ1 Max 150.731 215.205 5.595E-07 8 477.415 EQ1 Max 150.731 215.205 5.595E-07 8 501.286 EOI Max 150.731 215.205 5.595E-07 8 525.157 EQ1 Max 150.731 215.205 5.595E-07 8 549.027 EQ1 Max 150.731 215.205 5.595E-07 8 0.000 EQ2 Max 8.071 E-04 9.018E-06 272.233 8 23.871 EQ2 Max 8.071 E-04 9.018E-06 272.233 8 47.742 EQ2 Max 8.071 E-04 9.018E-06 272.233 8 71.612 EQ2 Max 8.071 E-04 9.018E-06 272.233 8 95.483 EQ2 Max 8.071 E-04 9.018E-06 272.233 8 119.354 EQ2 Max 8.071 E-04 9.018E-06 272.233 8 143.225 EQ2 Max 8.071 E-04 9.018E-06 272.233 8 167.095 EQ2 Max 8.071 E-04 9.018E-06 272.233 8 190.966 EQ2 Max 8.071 E-04 9.018E-06 272.233 8 214.837 EQ2 Max 8.071 E-04 9.018E-06 272.233 8 238.708 EQ2 Max 8.071 E-04 9.018E-06 272.233 8 262.578 EQ2 Max 8.071 E-04 9.018E-06 272.233 8 286.449 EQ2 Max 8.071 E-04 9.018E-06 272.233 8 310.320 EQ2 Max 8.071 E-04 9.018E-06 272.233 8 334.191 EQ2 Max 8.071 E-04 9.018E-06 272.233 8 358.061 EQ2 Max 8.071 E-04 9.018E-06 272.233 8 381.932 EQ2 Max 8.071 E-04 9.018E-06 272.233 8 405.803 EQ2 Max 8.071 E-04 9.018E-06 272.233 8 429.674 EQ2 Max 8.071 E-04 9.018E-06 272.233 8 453.544 EQ2 Max 8.071 E-04 9.018E-06 272.233 8 477.415 EQ2 Max 8.071 E-04 9.018E-06 272.233 8 501.286 EQ2 Max 8.071 E-04 9.018E-06 272.233 8 525.157 EQ2 Max 8.071 E-04 9.018E-06 272.233 8 549.027 EQ2 Max 8.071 E-04 9.018E-06 272.233 8 0.000 PUSH 0.000 0.000 246.308 8 23.871 PUSH 0.000 0.000 246.308 8 47.742 PUSH 0.000 0.000 246.308 8 71.612 PUSH 0.000 0.000 246.308 8 95.483 PUSH 0.000 0.000 246.308 8 119.354 PUSH 0.000 0.000 246.308 8 143.225 PUSH 0.000 0.000 246.308 8 167.095 PUSH 0.000 0.000 246.308 8 190.966 PUSH 0.000 0.000 246.308 8 214.837 PUSH 0.000 0.000 246.308 8 238.708 PUSH 0.000 0.000 246.308 8 262.578 PUSH 0.000 0.000 246.308 8 286.449 PUSH 0.000 0.000 246.308 8 310.320 PUSH 0.000 0.000 246.308 8 334.191 PUSH 0.000 0.000 246.308 8 358.061 PUSH 0.000 0.000 246.308 8 381.932 PUSH 0.000 0.000 246.308 8 405.803 PUSH 0.000 0.000 246.308 8 429.674 PUSH 0.000 0.000 246.308 8 453.544 PUSH 0.000 0.000 246.308 TYLI / R&e / L&e 75 Page 28 of 65 QCe-Seismic-VS.SDB 9. Frame results SAP2000 vl 4.2.5 License #26585 27 August 2014 Table 23: Element Forces - Frames, Part 1 of 2 Frame Station OutputCase StepType P V2 V3 in Kip Kip Kip 8 477.415 PUSH 0.000 0.000 246.308 8 501.286 PUSH 0.000 0.000 246.308 8 525.157 PUSH 0.000 0.000 246.308 8 549.027 PUSH 0.000 0.000 246.308 8 0.000 SELFWEIGHT -249.855 -479.248 0.000 8 23.871 SELFWEIGHT -249.644 -458.208 0.000 8 47.742 SELFWEIGHT -249.434 -437.168 0.000 8 71.612 SELFWEIGHT -249.223 -416.127 0.000 8 95.483 SELFWEIGHT -249.013 -395.087 0.000 8 119.354 SELFWEIGHT -248.803 -374.046 0.000 8 143.225 SELFWEIGHT -248.592 -353.006 0.000 8 167.095 SELFWEIGHT -248.382 -331.965 0.000 8 190.966 SELFWEIGHT -248.171 -310.925 0.000 8 214.837 SELFWEIGHT -247.961 -289.884 0.000 8 238.708 SELFWEIGHT -247.751 -268.844 0.000 8 262.578 SELFWEIGHT -247.540 -247.803 0.000 8 286.449 SELFWEIGHT -247.330 -226.763 0.000 8 310.320 SELRA^EIGHT -247.119 -205.723 0.000 8 334.191 SELRA/EIGHT -246.909 -184.682 0.000 8 358.061 SELFWEIGHT -246.699 -163.642 0.000 8 381.932 SELRA/EIGHT -246.488 -142.601 0.000 8 405.803 SELFWEIGHT -246.278 -121.561 0.000 8 429.674 SELFWEIGHT -246.067 -100.520 0.000 8 453.544 SELFWEIGHT -245.857 -79.480 0.000 8 477.415 SELFWEIGHT -245.647 -58.439 0.000 8 501.286 SELFWEIGHT -245.436 -37.399 0.000 8 525.157 SELFWEIGHT -245.226 -16.358 0.000 8 549.027 SELFWEIGHT -245.015 4.682 0.000 8 0.000 DW -29.526 -56.634 0.000 8 23.871 DW -29.501 -54.147 0.000 8 47.742 DW -29.476 -51.661 0.000 8 71.612 DW -29.451 -49.175 0.000 8 95.483 DW -29.427 -46.688 0.000 8 119.354 DW -29.402 -44.202 0.000 8 143.225 DW -29.377 -41.715 0.000 8 167.095 DW -29.352 -39.229 0.000 8 190.966 DW -29.327 -36.743 0.000 8 214.837 DW -29.302 -34.256 0.000 8 238.708 DW -29.277 -31.770 0.000 8 262.578 DW -29.252 -29.283 0.000 8 286.449 DW -29.228 -26.797 0.000 8 310.320 DW -29.203 -24.310 0.000 8 334.191 DW -29.178 -21.824 0.000 8 358.061 DW -29.153 -19.338 0.000 8 381.932 DW -29.128 -16.851 0.000 8 405.803 DW -29.103 -14.365 0.000 8 429.674 DW -29.078 -11.878 0.000 8 453.544 DW -29.054 -9.392 0.000 8 477.415 DW -29.029 -6.906 0.000 8 501.286 DW -29.004 -4.419 0.000 8 525.157 DW -28.979 -1.933 0.000 8 549.027 DW -28.954 0.554 0.000 8 0.000 HL93 0.000 0.000 0.000 8 23.871 HL93 0.000 0.000 0.000 TYLI / R&e / L&e 76 Page 29 of 65 QC6 - Seismic - V5.SD6 9. Frame results SAP2000v14.2.5 License #26585 27 August 2014 Table 23: Element Forces - Frames, Part 1 of 2 rame Station OutputCase StepType P V2 V3 in Kip Kip Kip 8 47.742 HL93 0.000 0.000 0.000 8 71.612 HL93 0.000 0.000 0.000 8 95.483 HL93 0.000 0.000 0.000 8 119.354 HL93 0.000 0.000 0.000 8 143.225 HL93 0.000 0.000 0.000 8 167.095 HL93 0.000 0.000 0.000 8 190.966 HL93 0.000 0.000 0.000 8 214.837 HL93 0.000 0.000 0.000 8 238.708 HL93 0.000 0.000 0.000 8 262.578 HL93 0.000 0.000 0.000 8 286.449 HL93 0.000 0.000 0.000 8 310.320 HL93 0.000 0.000 0.000 8 334.191 HL93 0.000 0.000 0.000 8 358.061 HL93 0.000 0.000 0.000 8 381.932 HL93 0.000 0.000 0.000 8 405.803 HL93 0.000 0.000 0.000 8 429.674 HL93 0.000 0.000 0.000 8 453.544 HL93 0.000 0.000 0.000 8 477.415 HL93 0.000 0.000 0.000 8 501.286 HL93 0.000 0.000 0.000 8 525.157 HL93 0.000 0.000 0.000 8 549.027 HL93 0.000 0.000 0.000 8 0.000 PI 5 0.000 0.000 0.000 8 23.871 PI 5 0.000 0.000 0.000 8 47.742 P15 0.000 0.000 0.000 8 71.612 P15 0.000 0.000 0.000 8 95.483 P15 0.000 0.000 0.000 8 119.354 P15 0.000 0.000 0.000 8 143.225 P15 0.000 0.000 0.000 8 167.095 P15 0.000 0.000 0.000 8 190.966 PI 5 0.000 0.000 0.000 8 214.837 PI 5 0.000 0.000 0.000 8 238.708 PI 5 0.000 0.000 0.000 8 262.578 PI 5 0.000 0.000 0.000 8 286.449 PI 5 0.000 0.000 0.000 8 310.320 PI 5 0.000 0.000 0.000 8 334.191 P15 0.000 0.000 0.000 8 358.061 P15 0.000 0.000 0.000 8 381.932 P15 0.000 0.000 0.000 8 405.803 P15 0.000 0.000 0.000 8 429.674 PI 5 0.000 0.000 0.000 8 453.544 PI 5 0.000 0.000 0.000 8 477.415 PI 5 0.000 0.000 0.000 8 501.286 PI 5 0.000 0.000 0.000 8 525.157 PI 5 0.000 0.000 0.000 8 549.027 P15 0.000 0.000 0.000 9 0.000 DC -177.339 3.155 0.000 9 23.871 DC -177.090 28.075 0.000 9 47.742 DC -176.840 52.994 0.000 9 71.612 DC -176.591 77.913 0.000 9 95.483 DC -176.342 102.832 0.000 9 119.354 DC -176.093 127.752 0.000 9 143.225 DC -175.844 152.671 0.000 9 167.095 DC -175.594 177.590 0.000 TYLI / R&B / L&B 77 Page 30 of 65 QCB - Seismic - V5.SDB 9. Frame results SAP2000 V14.2.5 License #26585 27 August 2014 Table 23: Element Forces - Frames, Part 1 of 2 Frame Station OutputCase StepType • • P' • V2 V3 in' • Kip Kip Kip 9 190.966 DC -175.345 202.510 0.000 9 214.837 DC -175.096 227.429 0.000 9 238.708 DC -174.847 252.348 0.000 9 262.578 DC -174.598 277.267 0.000 9 286.449 DC -174.349 302.187 0.000 9 310.320 DC -174.099 327.106 0.000 9 334.191 DC -173.850 352.025 0.000 9 358.061 DC -173.601 376.944 0.000 9 381.932 DC -173.352 401.864 0.000 9 405.803 DC -173.103 426.783 0.000 9 429.674 DC -172.853 451.702 0.000 9 453.544 DC -172.604 476.621 0.000 9 477.415 DC -172.355 501.541 0.000 9 501.286 DC -172.106 526.460 0.000 9 525.157 DC -171.857 551.379 0.000 9 549.027 DC -171.607 576.298 0.000 9 0.000 EQ1 Max 590.071 298.659 3.188E-06 9 23.871 EQ1 Max 590.071 298.659 3.188E-06 9 47.742 EQ1 Max 590.071 298.659 3.188E-06 9 71.612 EQ1 Max 590.071 298.659 3.188E-06 9 95.483 EQ1 Max 590.071 298.659 3.188E-06 9 119.354 EQ1 Max 590.071 298.659 3.188E-06 9 143.225 EQ1 Max 590.071 298.659 3.188E-06 9 167.095 EQ1 Max 590.071 298.659 3.188E-06 9 190.966 EQ1 Max 590.071 298.659 3.188E-06 9 214.837 EQ1 Max 590.071 298.659 3.188E-06 9 238.708 EQ1 Max 590.071 298.659 3.188E-06 9 262.578 EQ1 Max 590.071 298.659 3.188E-06 9 286.449 EQ1 Max 590.071 298.659 3.188E-06 9 310.320 EQ1 Max 590.071 298.659 3.188E-06 9 334.191 EQ1 Max 590.071 298.659 3.188E-06 9 358.061 EQ1 Max 590.071 298.659 3.188E-06 9 381.932 EQ1 Max 590.071 298.659 3.188E-06 9 405.803 EQ1 Max 590.071 298.659 3.188E-06 9 429.674 EQ1 Max 590.071 298.659 3.188E-06 9 453.544 EQ1 Max 590.071 298.659 3.188E-06 9 477.415 EQ1 Max 590.071 298.659 3.188E-06 9 501.286 EQ1 Max 590.071 298.659 3.188E-06 9 525.157 EQ1 Max 590.071 298.659 3.188E-06 9 549.027 EQ1 Max 590.071 298.659 3.188E-06 9 0.000 EQ2 Max 1.151E-04 2.973E-06 890.339 9 23.871 EQ2 Max 1.151E-04 2.973E-06 890.339 9 47.742 EQ2 Max 1.151E-04 2.973E-06 890.339 9 71.612 EQ2 Max 1.151E-04 2.973E-06 890.339 9 95.483 EQ2 Max 1.151 E-04 2.973E-06 890.339 9 119.354 EQ2 Max 1.151E-04 2.973E-06 890.339 9 143.225 EQ2 Max 1.151 E-04 2.973E-06 890.339 9 167.095 EQ2 Max 1.151 E-04 2.973E-06 890.339 9 190.966 EQ2 Max 1.151 E-04 2.973E-06 890.339 9 214.837 EQ2 Max 1.151 E-04 2.973E-06 890.339 9 238.708 EQ2 Max 1.151 E-04 2.973E-06 890.339 9 262.578 EQ2 Max 1.151E-04 2.973E-06 890.339 9 286.449 EQ2 Max 1.151 E-04 2.973E-06 890.339 9 310.320 EQ2 Max 1.151 E-04 2.973E-06 890.339 TYLI / R&e / L&B 78 Page 31 of 65 QCB - Seismic-V5.SDe 9. Frame results SAP2000 V14.2.5 License #26585 27 August 2014 Table 23: Element Forces - Frames, Part 1 of 2 Frame Station OutputCase StepType P V2 V3 in Kip Kip Kip 9 334.191 EQ2 Max 1.151 E-04 2.973E-06 890.339 9 358.061 EQ2 Max 1.151 E-04 2.973E-06 890.339 9 381.932 EQ2 Max 1.151E-04 2.973E-06 890.339 9 405.803 EQ2 Max 1.151 E-04 2.973E-06 890.339 9 429.674 EQ2 Max 1.151 E-04 2.973E-06 890.339 9 453.544 EQ2 Max 1.151 E-04 2.973E-06 890.339 9 477.415 EQ2 Max 1.151E-04 2.973E-06 890.339 9 501.286 EQ2 Max 1.151E-04 2.973E-06 890.339 9 525.157 EQ2 Max 1.151 E-04 2.973E-06 890.339 9 549.027 EQ2 Max 1.151 E-04 2.973E-06 890.339 9 0.000 PUSH 0.000 0.000 246.308 9 23.871 PUSH 0.000 0.000 246.308 9 47.742 PUSH 0.000 0.000 246.308 9 71.612 PUSH 0.000 0.000 246.308 9 95.483 PUSH 0.000 0.000 246.308 9 119.354 PUSH 0.000 0.000 246.308 9 143.225 PUSH 0.000 0.000 246.308 9 167.095 PUSH 0.000 0.000 246.308 9 190.966 PUSH 0.000 0.000 246.308 9 214.837 PUSH 0.000 0.000 246.308 9 238.708 PUSH 0.000 0.000 246.308 9 262.578 PUSH 0.000 0.000 246.308 9 286.449 PUSH 0.000 0.000 246.308 9 310.320 PUSH 0.000 0.000 246.308 9 334.191 PUSH 0.000 0.000 246.308 9 358.061 PUSH 0.000 0.000 246.308 9 381.932 PUSH 0.000 0.000 246.308 9 405.803 PUSH 0.000 0.000 246.308 9 429.674 PUSH 0.000 0.000 246.308 9 453.544 PUSH 0.000 0.000 246.308 9 477.415 PUSH 0.000 0.000 246.308 9 501.286 PUSH 0.000 0.000 246.308 9 525.157 PUSH 0.000 0.000 246.308 9 549.027 PUSH 0.000 0.000 246.308 9 0.000 SELFWEIGHT -245.015 4.682 0.000 9 23.871 SELFWEIGHT -244.805 25.722 0.000 9 47.742 SELFWEIGHT -244.594 46.763 0.000 9 71.612 SELFWEIGHT -244.384 67.803 0.000 9 95.483 SELFWEIGHT -244.174 88.844 0.000 9 119.354 SELFWEIGHT -243.963 109.884 0.000 9 143.225 SELFWEIGHT -243.753 130.925 0.000 9 167.095 SELFWEIGHT -243.542 151.965 0.000 9 190.966 SELFWEIGHT -243.332 173.006 0.000 9 214.837 SELFWEIGHT -243.122 194.046 0.000 9 238.708 SELFWEIGHT -242.911 215.087 0.000 9 262.578 SELFWEIGHT -242.701 236.127 0.000 9 286.449 SELFWEIGHT -242.490 257.167 0.000 9 310.320 SELFWEIGHT -242.280 278.208 0.000 9 334.191 SELFWEIGHT -242.070 299.248 0.000 9 358.061 SELFWEIGHT -241.859 320.289 0.000 9 381.932 SELFWEIGHT -241.649 341.329 0.000 9 405.803 SELFWEIGHT -241.438 362.370 0.000 9 429.674 SELFWEIGHT -241.228 383.410 0.000 9 453.544 SELFWEIGHT -241.018 404.451 0.000 TYLI / R&B / L&e 79 Page 32 of 65 QCB-Seismic-VS.SDB 9. Frame results SAP2000 V14.2.5 License #26585 27 August 2014 Table 23: Element Forces - Frames, Part 1 of 2 Frame Station OutputCase StepType P V2 V3 in Kip Kip Kip 9 477.415 SELFWEIGHT -240.807 425.491 0.000 9 501.286 SELFWEIGHT -240.597 446.532 0.000 9 525.157 SELFWEIGHT -240.386 467.572 0.000 9 549.027 SELFWEIGHT -240.176 488.612 0.000 9 0.000 DW -28.954 0.554 0.000 9 23.871 DW -28.929 3.040 0.000 9 47.742 DW -28.904 5.526 0.000 9 71.612 DW -28.879 8.013 0.000 9 95.483 DW -28.855 10.499 0.000 9 119.354 DW -28.830 12.986 0.000 9 143.225 DW -28.805 15.472 0.000 9 167.095 DW -28.780 17.959 0.000 9 190.966 DW -28.755 20.445 0.000 9 214.837 DW -28.730 22.931 0.000 9 238.708 DW -28.705 25.418 0.000 9 262.578 DW -28.681 27.904 0.000 9 286.449 DW -28.656 30.391 0.000 9 310.320 DW -28.631 32.877 0.000 9 334.191 DW -28.606 35.363 0.000 9 358.061 DW -28.581 37.850 0.000 9 381.932 DW -28.556 40.336 0.000 9 405.803 DW -28.531 42.823 0.000 9 429.674 DW -28.507 45.309 0.000 9 453.544 DW -28.482 47.796 0.000 9 477.415 DW -28.457 50.282 0.000 9 501.286 DW -28.432 52.768 0.000 9 525.157 DW -28.407 55.255 0.000 9 549.027 DW -28.382 57.741 0.000 9 0.000 HL93 0.000 0.000 0.000 9 23.871 HL93 0.000 0.000 0.000 9 47.742 HL93 0.000 0.000 0.000 9 71.612 HL93 0.000 0.000 0.000 9 95.483 HL93 0.000 0.000 0.000 9 119.354 HL93 0.000 0.000 0.000 9 143.225 HL93 0.000 0.000 0.000 9 167.095 HL93 0.000 0.000 0.000 9 190.966 HL93 0.000 0.000 0.000 9 214.837 HL93 0.000 0.000 0.000 9 238.708 HL93 0.000 0.000 0.000 9 262.578 HL93 0.000 0.000 0.000 9 286.449 HL93 0.000 0.000 0.000 9 310.320 HL93 0.000 0.000 0.000 9 334.191 HL93 0.000 0.000 0.000 9 358.061 HL93 0.000 0.000 0.000 9 381.932 HL93 0.000 0.000 0.000 9 405.803 HL93 0.000 0.000 0.000 9 429.674 HL93 0.000 0.000 0.000 9 453.544 HL93 0.000 0.000 0.000 9 477.415 HL93 0.000 0.000 0.000 9 501.286 HL93 0.000 0.000 0.000 9 525.157 HL93 0.000 0.000 0.000 9 549.027 HL93 0.000 0.000 0.000 9 0.000 PI 5 0.000 0.000 0.000 9 23.871 PI 5 0.000 0.000 0.000 TYLI / R&e / L&e 80 Page 33 of 65 QCB-Seismic-VS.SDe 9. Frame results SAP2000 V14.2.5 License #26585 27 August 2014 Table 23: Element Forces - Frames, Part 1 of 2 Frame station OutputCase StepType P V2 V3 in Kip Kip Kip 9 47.742 P15 0.000 0.000 0.000 9 71.612 P15 0.000 0.000 0.000 9 95.483 P15 0.000 0.000 0.000 9 119.354 P15 0.000 0.000 0.000 9 143.225 P15 0.000 0.000 0.000 9 167.095 P15 0.000 0.000 0.000 9 190.966 P15 0.000 0.000 0.000 9 214.837 P15 0.000 0.000 0.000 9 238.708 P15 0.000 0.000 0.000 9 262.578 P15 0.000 0.000 0.000 9 286.449 P15 0.000 0.000 0.000 9 310.320 P15 0.000 0.000 0.000 9 334.191 P15 0.000 0.000 0.000 9 358.061 P15 0.000 0.000 0.000 9 381.932 P15 0.000 0.000 0.000 9 405.803 P15 0.000 0.000 0.000 9 429.674 PI 5 0.000 0.000 0.000 9 453.544 PI 5 0.000 0.000 0.000 9 477.415 P15 0.000 0.000 0.000 9 501.286 P15 0.000 0.000 0.000 9 525.157 P15 0.000 0.000 0.000 9 549.027 P15 0.000 0.000 0.000 10 0.000 DC -171.607 576.298 0.000 10 262.513 DC -168.867 850.342 0.000 10 525.026 DC -166.127 1124.386 0.000 10 0.000 EQ1 Max 1047.676 271.799 1.524E-06 10 262.513 EQ1 Max 1047.676 271.799 1.524E-06 10 525.026 EQ1 Max 1047.676 271.799 1.524E-06 10 0.000 EQ2 Max 2.991 E-05 7.062E-06 1250.484 10 262.513 EQ2 Max 2.991 E-05 7.062E-06 1250.484 10 525.026 EQ2 Max 2.991 E-05 7.062E-06 1250.484 10 0.000 PUSH 0.000 0.000 246.308 10 262.513 PUSH 0.000 0.000 246.308 10 525.026 PUSH 0.000 0.000 246.308 10 0.000 SELFWEIGHT -240.176 488.612 0.000 10 262.513 SELFWEIGHT -237.862 720.000 0.000 10 525.026 SELFWEIGHT -235.548 951.387 0.000 10 0.000 DW -28.382 57.741 0.000 10 262.513 DW -28.109 85.085 0.000 10 525.026 DW -27.835 112.429 0.000 10 0.000 HL93 0.000 0.000 0.000 10 262.513 HL93 0.000 0.000 0.000 10 525.026 HL93 0.000 0.000 0.000 10 0.000 PI 5 0.000 0.000 0.000 10 262.513 PI 5 0.000 0.000 0.000 10 525.026 PI 5 0.000 0.000 0.000 11 0.000 DC -166.127 1124.386 0.000 11 24.001 DC -165.876 1149.441 0.000 11 0.000 EQ1 Max 1280.939 271.121 2.238E-05 11 24.001 EQ1 Max 1280.939 271.121 2.238E-05 11 0.000 EQ2 Max 8.390E-04 2.010E-05 1312.725 11 24.001 EQ2 Max 8.390E-04 2.010E-05 1312.725 11 0.000 PUSH 0.000 0.000 246.308 11 24.001 PUSH 0.000 0.000 246.308 TYLI / R&e / L&e 81 Page 34 of 65 QCe-Seismic-VS.SDB 9. Frame results SAP2000v14.2.5 License #26585 27 August 2014 Table 23: Element Forces - Frames, Part 1 of 2 Frame Station OutputCase StepType P V2 V3 in Kip Kip Kip 11 0.000 SELFWEIGHT -235.548 951.387 0.000 11 24.001 SELFWEIGHT -235.337 972.543 0.000 11 0.000 DW -27.835 112.429 0.000 11 24.001 DW -27.810 114.929 0.000 11 0.000 HL93 0.000 0.000 0.000 11 24.001 HL93 0.000 0.000 0.000 11 0.000 P15 0.000 0.000 0.000 11 24.001 P15 0.000 0.000 0.000 12 0.000 DC 30.448 -800.700 0.000 12 24.001 DC 30.698 -775.645 0.000 12 0.000 EQ1 Max 756.721 260.771 2.212E-05 12 24.001 EQ1 Max 756.721 260.771 2.212E-05 12 0.000 EQ2 Max 1.088E-03 1.348E-05 650.511 12 24.001 EQ2 Max 1.088E-03 1.348E-05 650.511 12 0.000 PUSH 0.000 0.000 -100.161 12 24.001 PUSH 0.000 0.000 -100.161 12 0.000 SELFWEIGHT 48.734 -553.228 0.000 12 24.001 SELFWEIGHT 48.946 -532.073 0.000 12 0.000 DW 5.760 -65.377 0.000 12 24.001 DW 5.785 -62.877 0.000 12 0.000 HL93 0.000 0.000 0.000 12 24.001 HL93 0.000 0.000 0.000 12 0.000 P15 0.000 0.000 0.000 12 24.001 P15 0.000 0.000 0.000 13 0.000 DC 30.700 -775.645 0.000 13 66.378 DC 31.393 -706.351 0.000 13 132.757 DC 32.086 -637.057 0.000 13 0.000 EQ1 Max 823.416 258.266 2.336E-05 13 66.378 EQ1 Max 823.416 258.266 2.336E-05 13 132.757 EQ1 Max 823.416 258.266 2.336E-05 13 0.000 EQ2 Max 7.951 E-04 9.323E-05 627.537 13 66.378 EQ2 Max 7.951 E-04 9.323E-05 627.537 13 132.757 EQ2 Max 7.951 E-04 9.323E-05 627.537 13 0.000 PUSH 0.000 0.000 -100.161 13 66.378 PUSH 0.000 0.000 -100.161 13 132.757 PUSH 0.000 0.000 -100.161 13 0.000 SELFWEIGHT 48.947 -532.073 0.000 13 66.378 SELRVEIGHT 49.532 -473.565 0.000 13 132.757 SELRVEIGHT 50.117 -415.057 0.000 13 0.000 DW 5.785 -62.877 0.000 13 66.378 DW 5.855 -55.963 0.000 13 132.757 DW 5.924 -49.048 0.000 13 0.000 HL93 0.000 0.000 0.000 13 66.378 HL93 0.000 0.000 0.000 13 132.757 HL93 0.000 0.000 0.000 13 0.000 PI 5 0.000 0.000 0.000 13 66.378 PI 5 0.000 0.000 0.000 13 132.757 PI 5 0.000 0.000 0.000 14 0.000 DC 32.081 -637.057 0.000 14 78.379 DC 32.899 -555.236 0.000 14 156.758 DC 33.718 -473.414 0.000 14 0.000 EQ1 Max 946.472 230.263 1.017E-05 14 78.379 EQ1 Max 946.472 230.263 1.017E-05 14 156.758 EQ1 Max 946.472 230.263 1.017E-05 TYLI / R&e / L&e 82 Page 35 of 65 QCe-Seismic-VS.SD6 9. Frame results SAP2000 V14.2.S License #26585 27 August 2014 Table 23: Element Forces - Frames, Part 1 of 2 Frame Station OutputCase StepType P V2 V3 in Kip Kip Kip 14 0.000 EQ2 Max 5.088E-04 7.299E-05 602.073 14 78.379 EQ2 Max 5.088E-04 7.299E-05 602.073 14 156.758 EQ2 Max 5.088E-04 7.299E-05 602.073 14 0.000 PUSH 0.000 0.000 -100.161 14 78.379 PUSH 0.000 0.000 -100.161 14 156.758 PUSH 0.000 0.000 -100.161 14 0.000 SELFWEIGHT 50.113 -415.057 0.000 14 78.379 SELFWEIGHT 50.805 -345.971 0.000 14 156.758 SELFWEIGHT 51.496 -276.886 0.000 14 0.000 DW 5.923 -49.049 0.000 14 78.379 DW 6.005 -40.884 0.000 14 156.758 DW 6.087 -32.720 0.000 14 0.000 HL93 0.000 0.000 0.000 14 78.379 HL93 0.000 0.000 0.000 14 156.758 HL93 0.000 0.000 0.000 14 0.000 PI 5 0.000 0.000 0.000 14 78.379 PI 5 0.000 0.000 0.000 14 156.758 PI 5 0.000 0.000 0.000 15 0.000 DC 33.987 -446.915 0.000 15 78.379 DC 34.805 -365.093 0.000 15 156.758 DC 35.623 -283.272 0.000 15 0.000 EQ1 Max 1079.513 165.422 2.179E-05 15 78.379 EQ1 Max 1079.513 165.422 2.179E-05 15 156.758 EQ1 Max 1079.513 165.422 2.179E-05 15 0.000 EQ2 Max 4.463E-04 2.628E-05 606.394 15 78.379 EQ2 Max 4.463E-04 2.628E-05 606.394 15 156.758 EQ2 Max 4.463E-04 2.628E-05 606.394 15 0.000 PUSH 0.000 0.000 -100.161 15 78.379 PUSH 0.000 0.000 -100.161 15 156.758 PUSH 0.000 0.000 -100.161 15 0.000 SELFWEIGHT 51.498 -276.885 0.000 15 78.379 SELRVEIGHT 52.189 -207.800 0.000 15 156.758 SELFWEIGHT 52.879 -138.714 0.000 15 0.000 DW 6.087 -32.720 0.000 15 78.379 DW 6.169 -24.556 0.000 15 156.758 DW 6.250 -16.392 0.000 15 0.000 HL93 0.000 0.000 0.000 15 78.379 HL93 0.000 0.000 0.000 15 156.758 HL93 0.000 0.000 0.000 15 0.000 PI 5 0.000 0.000 0.000 15 78.379 PI 5 0.000 0.000 0.000 15 156.758 PI 5 0.000 0.000 0.000 16 0.000 DC 35.623 -283.272 0.000 16 78.379 DC 36.441 -201.450 0.000 16 156.758 DC 37.259 -119.628 0.000 16 0.000 EQ1 Max 1212.281 63.849 1.221 E-05 16 78.379 EQ1 Max 1212.281 63.849 1.221 E-05 16 156.758 EQ1 Max 1212.281 63.849 1.221 E-05 16 0.000 EQ2 Max 3.758E-05 9.201 E-06 639.171 16 78.379 EQ2 Max 3.758E-05 9.201 E-06 639.171 16 156.758 EQ2 Max 3.758E-05 9.201 E-06 639.171 16 0.000 PUSH 0.000 0.000 -100.161 16 78.379 PUSH 0.000 0.000 -100.161 16 156.758 PUSH 0.000 0.000 -100.161 TYLI / R&e / L&B 83 Page 36 of 65 QCB - Seismic - VS.SDB 9. Frame results SAP2000 V14.2.S License #26585 27 August 2014 Table 23: Element Forces - Frames, Part 1 of 2 Frame Station OutputCase StepType V2 V3 in Kip Kip Kip 16 0.000 SELFWEIGHT 52.879 -138.714 0.000 16 78.379 SELFWEIGHT 53.570 -69.628 0.000 16 156.758 SELFWEIGHT 54.261 -0.543 0.000 16 0.000 DW 6.250 -16.392 0.000 16 78.379 DW 6.332 -8.228 0.000 16 156.758 DW 6.413 -0.064 0.000 16 0.000 HL93 0.000 0.000 0.000 16 78.379 HL93 0.000 0.000 0.000 16 156.758 HL93 0.000 0.000 0.000 16 0.000 PI 5 0.000 0.000 0.000 16 78.379 PI 5 0.000 0.000 0.000 16 156.758 PI 5 0.000 0.000 0.000 17 0.000 DC -2104.317 145.781 0.000 17 32.100 DC -2154.875 145.781 0.000 17 64.200 DC -2205.432 145.781 0.000 17 0.000 EQ1 Max 334.407 116.344 3.987E-06 17 32.100 EQ1 Max 334.407 116.344 3.987E-06 17 64.200 EQ1 Max 334.407 116.344 3.987E-06 17 0.000 EQ2 Max 5.227E-04 4.018E-04 217.740 17 32.100 EQ2 Max 5.227E-04 4.018E-04 217.740 17 64.200 EQ2 Max 5.227E-04 4.018E-04 217.740 17 0.000 PUSH 0.000 0.000 -8.015E-07 17 32.100 PUSH 0.000 0.000 -8.015E-07 17 64.200 PUSH 0.000 0.000 -8.015E-07 17 0.000 SELFWEIGHT -1518.391 200.264 0.000 17 32.100 SELFWEIGHT -1568.948 200.264 0.000 17 64.200 SELFWEIGHT -1619.506 200.264 0.000 17 0.000 DW -179.432 23.665 0.000 17 32.100 DW -179.432 23.665 0.000 17 64.200 DW -179.432 23.665 0.000 17 0.000 HL93 0.000 0.000 0.000 17 32.100 HL93 0.000 0.000 0.000 17 64.200 HL93 0.000 0.000 0.000 17 0.000 PI 5 0.000 0.000 0.000 17 32.100 PI 5 0.000 0.000 0.000 17 64.200 PI 5 0.000 0.000 0.000 18 0.000 DC -2205.432 145.781 0.000 18 59.066 DC -2298.462 145.781 0.000 18 118.133 DC -2391.491 145.781 0.000 18 0.000 EQ1 Max 334.619 101.451 4.413E-06 18 59.066 EQ1 Max 334.619 101.451 4.413E-06 18 118.133 EQ1 Max 334.619 101.451 4.413E-06 18 0.000 EQ2 Max 1.408E-04 3.457E-05 95.025 18 59.066 EQ2 Max 1.408E-04 3.457E-05 95.025 18 118.133 EQ2 Max 1.408E-04 3.457E-05 95.025 18 0.000 PUSH 0.000 0.000 -8.014E-07 18 59.066 PUSH 0.000 0.000 -8.014E-07 18 118.133 PUSH 0.000 0.000 -8.014E-07 18 0.000 SELFWEIGHT -1619.506 200.264 0.000 18 59.066 SELFWEIGHT -1712.535 200.264 0.000 18 118.133 SELFWEIGHT -1805.565 200.264 0.000 18 0.000 DW -179.432 23.665 0.000 18 59.066 DW -179.432 23.665 0.000 18 118.133 DW -179.432 23.665 0.000 TYLI / R&e / L&e 84 Page 37 of 65 QC6 - Seismic-VS.SDe 9. Frame results SAP2000 V14.2.5 License #26585 27 August 2014 Table 23: Element Forces - Frames, Part 1 of 2 ame Station OutputCase StepType P V2 V3 • •.•In.' •• • Kip Kip Kip 18 0.000 HL93 0.000 0.000 0.000 18 59.066 HL93 0.000 0.000 0.000 18 118.133 HL93 0.000 0.000 0.000 18 0.000 P15 0.000 0.000 0.000 18 59.066 PI 5 0.000 0.000 0.000 18 118.133 PI 5 0.000 0.000 0.000 19 0.000 DC -2391.491 145.781 0.000 19 59.067 DC -2484.522 145.781 0.000 19 118.134 DC -2577.552 145.781 0.000 19 0.000 EQ1 Max 334.801 210.604 6.103E-06 19 59.067 EQ1 Max 334.801 210.604 6.103E-06 19 118.134 EQ1 Max 334.801 210.604 6.103E-06 19 0.000 EQ2 Max 5.631 E-04 2.749E-05 53.399 19 59.067 EQ2 Max 5.631 E-04 2.749E-05 53.399 19 118.134 EQ2 Max 5.631 E-04 2.749E-05 53.399 19 0.000 PUSH 0.000 0.000 -8.015E-07 19 59.067 PUSH 0.000 0.000 -8.015E-07 19 118.134 PUSH 0.000 0.000 -8.015E-07 19 0.000 SELFWEIGHT -1805.565 200.264 0.000 19 59.067 SELFWEIGHT -1898.596 200.264 0.000 19 118.134 SELFWEIGHT -1991.626 200.264 0.000 19 0.000 DW -179.432 23.665 0.000 19 59.067 DW -179.432 23.665 0.000 19 118.134 DW -179.432 23.665 0.000 19 0.000 HL93 0.000 0.000 0.000 19 59.067 HL93 0.000 0.000 0.000 19 118.134 HL93 0.000 0.000 0.000 19 0.000 PI 5 0.000 0.000 0.000 19 59.067 PI 5 0.000 0.000 0.000 19 118.134 PI 5 0.000 0.000 0.000 20 0.000 DC -2577.552 145.781 0.000 20 59.066 DC -2670.582 145.781 0.000 20 118.133 DC -2763.611 145.781 0.000 20 0.000 EQ1 Max 334.892 282.675 4.311 E-06 20 59.066 EQ1 Max 334.892 282.675 4.311 E-06 20 118.133 EQ1 Max 334.892 282.675 4.311 E-06 20 0.000 EQ2 Max 7.413E-04 1.282E-05 166.506 20 59.066 EQ2 Max 7.413E-04 1.282E-05 166.506 20 118.133 EQ2 Max 7.413E-04 1.282E-05 166.506 20 0.000 PUSH 0.000 0.000 -8.015E-07 20 59.066 PUSH 0.000 0.000 -8.015E-07 20 118.133 PUSH 0.000 0.000 -8.015E-07 20 0.000 SELFWEIGHT -1991.626 200.264 0.000 20 59.066 SELFWEIGHT -2084.656 200.264 0.000 20 118.133 SELFWEIGHT -2177.685 200.264 0.000 20 0.000 IDW -179.432 23.665 0.000 20 59.066 IDW -179.432 23.665 0.000 20 118.133 IDW -179.432 23.665 0.000 20 0.000 HL93 0.000 0.000 0.000 20 59.066 HL93 0.000 0.000 0.000 20 118.133 HL93 0.000 0.000 0.000 20 0.000 P15 0.000 0.000 0.000 20 59.066 PI 5 0.000 0.000 0.000 20 118.133 PI 5 0.000 0.000 0.000 TYLI / R&e / L&e 85 Page 38 of 65 QCe - Seismic-V5.SD6 9. Frame results SAP2000 vl 4.2.5 - License #26585 27 August 2014 Table 23: Element Forces - Frames, Part 1 of 2 Frame Station OutputCase StepT^e P V2 V3 in Kip Kip Kip 21 0.000 DC -2107.081 -215.814 0.000 21 32.100 DC -2157.639 -215.814 0.000 21 64.200 DC -2208.196 -215.814 0.000 21 0.000 EQ1 Max 441.213 610.443 6.830E-06 21 32.100 EQ1 Max 441.213 610.443 6.830E-06 21 64.200 EQ1 Max 441.213 610.443 6.830E-06 21 0.000 EQ2 Max 5.250E-05 1.496E-04 1978.997 21 32.100 EQ2 Max 5.250E-05 1.496E-04 1978.997 21 64.200 EQ2 Max 5.250E-05 1.496E-04 1978.997 21 0.000 PUSH 0.000 0.000 1346.469 21 32.100 PUSH 0.000 0.000 1346.469 21 64.200 PUSH 0.000 0.000 1346.469 21 0.000 SELFWEIGHT -1522.854 -299.313 0.000 21 32.100 SELFWEIGHT -1573.412 -299.313 0.000 21 64.200 SELFWEIGHT -1623.969 -299.313 0.000 21 0.000 DW -179.961 -35.372 0.000 21 32.100 DW -179.961 -35.372 0.000 21 64.200 DW -179.961 -35.372 0.000 21 0.000 HL93 0.000 0.000 0.000 21 32.100 HL93 0.000 0.000 0.000 21 64.200 HL93 0.000 0.000 0.000 21 0.000 P15 0.000 0.000 0.000 21 32.100 P15 0.000 0.000 0.000 21 64.200 PI 5 0.000 0.000 0.000 22 0.000 DC -2208.196 -215.814 0.000 22 64.727 DC -2310.141 -215.814 0.000 22 129.454 DC -2412.085 -215.814 0.000 22 0.000 EQ1 Max 441.473 748.873 1.140E-05 22 64.727 EQ1 Max 441.473 748.873 1.140E-05 22 129.454 EQ1 Max 441.473 748.873 1.140E-05 22 0.000 EQ2 Max 3.723E-04 1.594E-04 2020.332 22 64.727 EQ2 Max 3.723E-04 1.594E-04 2020.332 22 129.454 EQ2 Max 3.723E-04 1.594E-04 2020.332 22 0.000 PUSH 0.000 0.000 1346.469 22 64.727 PUSH 0.000 0.000 1346.469 22 129.454 PUSH 0.000 0.000 1346.469 22 0.000 SELFWEIGHT -1623.969 -299.313 0.000 22 64.727 SELFWEIGHT -1725.914 -299.313 0.000 22 129.454 SELFWEIGHT -1827.859 -299.313 0.000 22 0.000 DW -179.961 -35.372 0.000 22 64.727 DW -179.961 -35.372 0.000 22 129.454 DW -179.961 -35.372 0.000 22 0.000 HL93 0.000 0.000 0.000 22 64.727 HL93 0.000 0.000 0.000 22 129.454 HL93 0.000 0.000 0.000 22 0.000 PI 5 0.000 0.000 0.000 22 64.727 PI 5 0.000 0.000 0.000 22 129.454 PI 5 0.000 0.000 0.000 23 0.000 DC -2412.085 -215.814 0.000 23 64.727 DC -2514.030 -215.814 0.000 23 129.454 DC -2615.975 -215.814 0.000 23 0.000 EQ1 Max 441.704 880.745 6.806E-06 23 64.727 EQ1 Max 441.704 880.745 6.806E-06 23 129.454 EQ1 Max 441.704 880.745 6.806E-06 TYLI / R&e / L&e 86 Page 39 of 65 QCe - Seismic - V5.SD6 9. Frame results Frame Station in Table 23: Element OutputCase Forces - Frames, Part 1 of 2 StepType P Kip V2 Kip 23 0.000 EQ2 Max 1.575E-04 1.493E-04 2053.318 23 64.727 EQ2 Max 1.575E-04 1.493E-04 2053.318 23 129.454 EQ2 Max 1.575E-04 1.493E-04 2053.318 23 0.000 PUSH 0.000 0.000 1346.469 23 64.727 PUSH 0.000 0.000 1346.469 23 129.454 PUSH 0.000 0.000 1346.469 23 0.000 SELFWEIGHT -1827.859 -299.313 0.000 23 64.727 SELFWEIGHT -1929.803 -299.313 0.000 23 129.454 SELFWEIGHT -2031.748 -299.313 0.000 23 0.000 DW -179.961 -35.372 0.000 23 64.727 DW -179.961 -35.372 0.000 23 129.454 DW -179.961 -35.372 0.000 23 0.000 HL93 0.000 0.000 0.000 23 64.727 HL93 0.000 0.000 0.000 23 129.454 HL93 0.000 0.000 0.000 23 0.000 PI 5 0.000 0.000 0.000 23 64.727 PI 5 0.000 0.000 0.000 23 129.454 PI 5 0.000 0.000 0.000 24 0.000 DC -2615.975 -215.814 0.000 24 64.726 DC -2717.919 -215.814 0.000 24 129.452 DC -2819.862 -215.814 0.000 24 0.000 EQ1 Max 441.820 926.777 9.787E-06 24 64.726 EQ1 Max 441.820 926.777 9.787E-06 24 129.452 EQ1 Max 441.820 926.777 9.787E-06 24 0.000 EQ2 Max 8.976E-04 1.287E-04 2065.675 24 64.726 EQ2 Max 8.976E-04 1.287E-04 2065.675 24 129.452 EQ2 Max 8.976E-04 1.287E-04 2065.675 24 0.000 PUSH 0.000 0.000 1346.469 24 64.726 PUSH 0.000 0.000 1346.469 24 129.452 PUSH 0.000 0.000 1346.469 24 0.000 SELFWEIGHT -2031.748 -299.313 0.000 24 64.726 SELFWEIGHT -2133.692 -299.313 0.000 24 129.452 SELFWEIGHT -2235.636 -299.313 0.000 24 0.000 DW -179.961 -35.372 0.000 24 64.726 DW -179.961 -35.372 0.000 24 129.452 DW -179.961 -35.372 0.000 24 0.000 HL93 0.000 0.000 0.000 24 64.726 HL93 0.000 0.000 0.000 24 129.452 HL93 0.000 0.000 0.000 24 0.000 P15 0.000 0.000 0.000 24 64.726 P15 0.000 0.000 0.000 24 129.452 P15 0.000 0.000 0.000 SAP2000 V14.2.5 V3 Kip License #26585 27 August 2014 Table 23: Element Forces - Frames, Part 2 of 2 Table 23: Element Forces - Frames, Part 2 of 2 Frame Station in OutputCase StepType T Kip-in M2 Kip-in M3 Kip-in 0.000 22.394 44.788 67.182 89.576 DC DC DC DC DC 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.164E-10 -2939.178 -6401.873 -10388.086 -14897.816 TYLI / R&e / L&B 87 Page 40 of 65 QCB-Seismic-V5.SD6 9. Frame results SAP2000v14.2.5 License #26585 27 August 2014 Table 23: Element Forces - Frames, Part 2 of 2 Frame Station in OutputCase StepType T Kip4n M2 Kip-in M3 Kip-in 1 111.970 DC 0.000 0.000 -19931.065 1 134.364 DC 0.000 0.000 -25487.830 1 156.758 DC 0.000 0.000 -31568.114 1 0.000 EQ1 Max 9.062E-20 7.673E-17 1.370E-09 1 22.394 EQ1 Max 9.062E-20 1.073E-04 1991.449 1 44.788 EQ1 Max 9.062E-20 2.145E-04 3982.898 1 67.182 EQ1 Max 9.062E-20 3.218E-04 5974.347 1 89.576 EQ1 Max 9.062E-20 4.291 E-04 7965.795 1 111.970 EQ1 Max 9.062E-20 5.363E-04 9957.244 1 134.364 EQ1 Max 9.062E-20 6.436E-04 11948.693 1 156.758 EQ1 Max 9.062E-20 7.509E-04 13940.142 1 0.000 EQ2 Max 6.774E-12 2.764E-09 1.467E-17 1 22.394 EQ2 Max 6.774E-12 27482.176 4.252E-03 1 44.788 EQ2 Max 6.774E-12 54964.352 8.503E-03 1 67.182 EQ2 Max 6.774E-12 82446.528 0.013 1 89.576 EQ2 Max 6.774E-12 109928.704 0.017 1 111.970 EQ2 Max 6.774E-12 137410.880 0.021 1 134.364 EQ2 Max 6.774E-12 164893.056 0.026 1 156.758 EQ2 Max 6.774E-12 192375.232 0.030 1 0.000 PUSH -5.053E-12 1.863E-09 0.000 1 22.394 PUSH -5.053E-12 16878.160 0.000 1 44.788 PUSH -5.053E-12 33756.319 0.000 1 67.182 PUSH -5.053E-12 50634.479 0.000 1 89.576 PUSH -5.053E-12 67512.639 0.000 1 111.970 PUSH -5.053E-12 84390.798 0.000 1 134.364 PUSH -5.053E-12 101268.958 0.000 1 156.758 PUSH -5.053E-12 118147.118 0.000 1 0.000 SELFWEIGHT 0.000 0.000 -4.657E-10 1 22.394 SELFWEIGHT 0.000 0.000 -231.042 1 44.788 SELFWEIGHT 0.000 0.000 -904.113 1 67.182 SELFWEIGHT 0.000 0.000 -2019.214 1 89.576 SELFWEIGHT 0.000 0.000 -3576.345 1 111.970 SELFWEIGHT 0.000 0.000 -5575.505 1 134.364 SELFWEIGHT 0.000 0.000 -8016.694 1 156.758 SELFWEIGHT 0.000 0.000 -10899.914 1 0.000 DW 0.000 0.000 -8.731 E-11 1 22.394 DW 0.000 0.000 -27.303 1 44.788 DW 0.000 0.000 -106.842 1 67.182 DW 0.000 0.000 -238.617 1 89.576 DW 0.000 0.000 -422.628 1 111.970 DW 0.000 0.000 -658.875 1 134.364 DW 0.000 0.000 -947.358 1 156.758 DW 0.000 0.000 -1288.077 1 0.000 HL93 0.000 0.000 0.000 1 22.394 HL93 0.000 0.000 0.000 1 44.788 HL93 0.000 0.000 0.000 1 67.182 HL93 0.000 0.000 0.000 1 89.576 HL93 0.000 0.000 0.000 1 111.970 HL93 0.000 0.000 0.000 1 134.364 HL93 0.000 0.000 0.000 1 156.758 HL93 0.000 0.000 0.000 1 0.000 P15 0.000 0.000 0.000 1 22.394 PI 5 0.000 0.000 0.000 1 44.788 PI 5 0.000 0.000 0.000 TYLI / R&e / L&e 88 Page 41 of 65 QC6 - Seismic-V5.SDe 9. Frame results SAP2000 vl 4.2.5 - License #26585 27 August 2014 Table 23: Element Forces - Frames, Part 2 of 2 Frame Station OutputCase StepType T M2 M3 in Kip-in Kip-in Kip-in 1 67.182 P15 0.000 0.000 0.000 1 89.576 P15 0.000 0.000 0.000 1 111.970 P15 0.000 0.000 0.000 1 134.364 P15 0.000 0.000 0.000 1 156.758 P15 0.000 0.000 0.000 2 0.000 DC 0.000 0.000 -31568.114 2 22.394 DC 0.000 0.000 -38171.921 2 44.788 DC 0.000 0.000 -45299.245 2 67.182 DC 0.000 0.000 -52950.087 2 89.576 DC 0.000 0.000 -61124.447 2 111.970 DC 0.000 0.000 -69822.325 2 134.364 DC 0.000 0.000 -79043.720 2 156.758 DC 0.000 0.000 -88788.633 2 0.000 EQ1 Max 5.748E-09 7.509E-04 13940.142 2 22.394 EQ1 Max 5.748E-09 8.953E-04 18528.082 2 44.788 EQ1 Max 5.748E-09 1.046E-03 23118.293 2 67.182 EQ1 Max 5.748E-09 1.202E-03 27709.646 2 89.576 EQ1 Max 5.748E-09 1.360E-03 32301.655 2 111.970 EQ1 Max 5.748E-09 1.520E-03 36894.075 2 134.364 EQ1 Max 5.748E-09 1.682E-03 41486.768 2 156.758 EQ1 Max 5.748E-09 1.844E-03 46079.655 2 0.000 EQ2 Max 1.473 192375.232 0.030 2 22.394 EQ2 Max 1.473 218415.881 0.025 2 44.788 EQ2 Max 1.473 244463.322 0.021 2 67.182 EQ2 Max 1.473 270515.591 0.017 2 89.576 EQ2 Max 1.473 296571.417 0.013 2 111.970 EQ2 Max 1.473 322629.938 8.445E-03 2 134.364 EQ2 Max 1.473 348690.549 4.188E-03 2 156.758 EQ2 Max 1.473 374752.815 3.675E-04 2 0.000 PUSH -0.904 118147.118 0.000 2 22.394 PUSH -0.904 135025.279 0.000 2 44.788 PUSH -0.904 151903.440 0.000 2 67.182 PUSH -0.904 168781.601 0.000 2 89.576 PUSH -0.904 185659.762 0.000 2 111.970 PUSH -0.904 202537.922 0.000 2 134.364 PUSH -0.904 219416.083 0.000 2 156.758 PUSH -0.904 236294.244 0.000 2 0.000 SELFWEIGHT 0.000 0.000 -10899.914 2 22.394 SELFWEIGHT 0.000 0.000 -14225.170 2 44.788 SELFWEIGHT 0.000 0.000 -17992.456 2 67.182 SELFWEIGHT 0.000 0.000 -22201.772 2 89.576 SELFWEIGHT 0.000 0.000 -26853.117 2 111.970 SELFWEIGHT 0.000 0.000 -31946.493 2 134.364 SELFWEIGHT 0.000 0.000 -37481.897 2 156.758 SELFWEIGHT 0.000 0.000 -43459.331 2 0.000 DW 0.000 0.000 -1288.077 2 22.394 DW 0.000 0.000 -1681.032 2 44.788 DW 0.000 0.000 -2126.224 2 67.182 DW 0.000 0.000 -2623.651 2 89.576 DW 0.000 0.000 -3173.315 2 111.970 DW 0.000 0.000 -3775.214 2 134.364 DW 0.000 0.000 -4429.350 2 156.758 DW 0.000 0.000 -5135.721 2 0.000 HL93 0.000 0.000 0.000 TYLI / R&e / L&e 89 Page 42 of 65 QC6-Seismic-V5.SD6 9. Frame results SAP2000v14.2.5 License #26585 27 August 2014 Table 23: Element Forces - Frames, Part 2 of 2 Frame Station OutputCase StepType T M2 M3 in Kip-in Kip-in Kip-in 2 22.394 HL93 0.000 0.000 0.000 2 44.788 HL93 0.000 0.000 0.000 2 67.182 HL93 0.000 0.000 0.000 2 89.576 HL93 0.000 0.000 0.000 2 111.970 HL93 0.000 0.000 0.000 2 134.364 HL93 0.000 0.000 0.000 2 156.758 HL93 0.000 0.000 0.000 2 0.000 PI 5 0.000 0.000 0.000 2 22.394 P15 0.000 0.000 0.000 2 44.788 P15 0.000 0.000 0.000 2 67.182 P15 0.000 0.000 0.000 2 89.576 PI 5 0.000 0.000 0.000 2 111.970 PI 5 0.000 0.000 0.000 2 134.364 PI 5 0.000 0.000 0.000 2 156.758 PI 5 0.000 0.000 0.000 3 0.000 DC 0.000 0.000 -88788.633 3 22.394 DC 0.000 0.000 -99650.469 3 44.788 DC 0.000 0.000 -111035.822 3 67.182 DC 0.000 0.000 -122944.693 3 89.576 DC 0.000 0.000 -135377.082 3 111.970 DC 0.000 0.000 -148332.989 3 134.364 DC 0.000 0.000 -161812.413 3 156.758 DC 0.000 0.000 -175815.355 3 0.000 EQ1 Max 8.951 E-09 1.844E-03 46079.655 3 22.394 EQ1 Max 8.951 E-09 1.847E-03 52320.442 3 44.788 EQ1 Max 8.951 E-09 1.857E-03 58561.654 3 67.182 EQ1 Max 8.951 E-09 1.874E-03 64803.168 3 89.576 EQ1 Max 8.951 E-09 1.896E-03 71044.904 3 111.970 EQ1 Max 8.951 E-09 1.924E-03 77286.808 3 134.364 EQ1 Max 8.951 E-09 1.958E-03 83528.843 3 156.758 EQ1 Max 8.951 E-09 1.998E-03 89770.981 3 0.000 EQ2 Max 1.397 374752.815 3.675E-04 3 22.394 EQ2 Max 1.397 398730.474 3.640E-03 3 44.788 EQ2 Max 1.397 422718.058 7.174E-03 3 67.182 EQ2 Max 1.397 446713.970 0.011 3 89.576 EQ2 Max 1.397 470716.935 0.014 3 111.970 EQ2 Max 1.397 494725.928 0.018 3 134.364 EQ2 Max 1.397 518740.110 0.021 3 156.758 EQ2 Max 1.397 542758.794 0.025 3 0.000 PUSH 0.904 236294.244 0.000 3 22.394 PUSH 0.904 253172.404 0.000 3 44.788 PUSH 0.904 270050.564 0.000 3 67.182 PUSH 0.904 286928.723 0.000 3 89.576 PUSH 0.904 303806.883 0.000 3 111.970 PUSH 0.904 320685.043 0.000 3 134.364 PUSH 0.904 337563.202 0.000 3 156.758 PUSH 0.904 354441.362 0.000 3 0.000 SELFWEIGHT 0.000 0.000 -43459.331 3 22.394 SELFWEIGHT 0.000 0.000 -49878.788 3 44.788 SELFWEIGHT 0.000 0.000 -56740.273 3 67.182 SELFWEIGHT 0.000 0.000 -64043.789 3 89.576 SELFWEIGHT 0.000 0.000 -71789.334 3 111.970 SELFWEIGHT 0.000 0.000 -79976.908 3 134.364 SELFWEIGHT 0.000 0.000 -88606.512 TYLI / R&e / L&e 90 Page 43 of 65 QCe-Seismic-V5.SD6 9. Frame results SAP2000v14.2.5 License #26585 27 August 2014 Table 23: Element Forces - Frames, Part 2 of 2 Frame Station OutputCase StepType T M2 M3 in Kip-in Kip-in Kip-in 3 156.758 SELFWEIGHT 0.000 0.000 -97678.146 3 0.000 DW 0.000 0.000 -5135.721 3 22.394 DW 0.000 0.000 -5894.327 3 44.788 DW 0.000 0.000 -6705.170 3 67.182 DW 0.000 0.000 -7568.248 3 89.576 DW 0.000 0.000 -8483.562 3 111.970 DW 0.000 0.000 -9451.113 3 134.364 DW 0.000 0.000 -10470.899 3 156.758 DW 0.000 0.000 -11542.921 3 0.000 HL93 0.000 0.000 0.000 3 22.394 HL93 0.000 0.000 0.000 3 44.788 HL93 0.000 0.000 0.000 3 67.182 HL93 0.000 0.000 0.000 3 89.576 HL93 0.000 0.000 0.000 3 111.970 HL93 0.000 0.000 0.000 3 134.364 HL93 0.000 0.000 0.000 3 156.758 HL93 0.000 0.000 0.000 3 0.000 P15 0.000 0.000 0.000 3 22.394 P15 0.000 0.000 0.000 3 44.788 P15 0.000 0.000 0.000 3 67.182 P15 0.000 0.000 0.000 3 89.576 PI 5 0.000 0.000 0.000 3 111.970 P15 0.000 0.000 0.000 3 134.364 P15 0.000 0.000 0.000 3 156.758 P15 0.000 0.000 0.000 4 0.000 DC 0.000 0.000 -175815.355 4 22.126 DC 0.000 0.000 -190164.959 4 44.252 DC 0.000 0.000 -205025.632 4 66.378 DC 0.000 0.000 -220397.373 4 88.504 DC 0.000 0.000 -236280.181 4 110.631 DC 0.000 0.000 -252674.059 4 132.757 DC 0.000 0.000 -269579.004 4 0.000 EQ1 Max 9.556E-09 1.998E-03 89770.981 4 22.126 EQ1 Max 9.556E-09 1.744E-03 96627.221 4 44.252 EQ1 Max 9.556E-09 1.493E-03 103483.578 4 66.378 EQ1 Max 9.556E-09 1.244E-03 110340.032 4 88.504 EQ1 Max 9.556E-09 1.002E-03 117196.565 4 110.631 EQ1 Max 9.556E-09 7.697E-04 124053.163 4 132.757 EQ1 Max 9.556E-09 5.622E-04 130909.818 4 0.000 EQ2 Max 1.585 542758.794 0.025 4 22.126 EQ2 Max 1.585 564067.264 0.019 4 44.252 EQ2 Max 1.585 585386.854 0.013 4 66.378 EQ2 Max 1.585 606716.391 7.292E-03 4 88.504 EQ2 Max 1.585 628054.862 1.484E-03 4 110.631 EQ2 Max 1.585 649401.386 4.479E-03 4 132.757 EQ2 Max 1.585 670755.195 0.010 4 0.000 PUSH 1.027 354441.362 0.000 4 22.126 PUSH 1.027 371117.630 0.000 4 44.252 PUSH 1.027 387793.898 0.000 4 66.378 PUSH 1.027 404470.165 0.000 4 88.504 PUSH 1.027 421146.433 0.000 4 110.631 PUSH 1.027 437822.701 0.000 4 132.757 PUSH 1.027 454498.969 0.000 4 0.000 SELFWEIGHT 0.000 0.000 -97678.146 TYLI / R&e / L&6 91 Page 44 of 65 QC6-Seismic-V5.SDe 9. Frame results SAP2000 V14.2.5 License #26585 27 August 2014 Table 23: Element Forces - Frames, Part 2 of 2 ame Station OutputCase StepType T M2 M3 in •.•.•. Kip-in Kip-in Kip-in 4 22.126 SELFWEIGHT 0.000 0.000 -107075.397 4 44.252 SELFV(/EIGHT 0.000 0.000 -116904.166 4 66.378 SELFWEIGHT 0.000 0.000 -127164.453 4 88.504 SELFV»/EIGHT 0.000 0.000 -137856.258 4 110.631 SELFWEIGHT 0.000 0.000 -148979.581 4 132.757 SELFVi^EIGHT 0.000 0.000 -160534.422 4 0.000 DW 0.000 0.000 -11542.921 4 22.126 DW 0.000 0.000 -12653.422 4 44.252 DW 0.000 0.000 -13814.917 4 66.378 DW 0.000 0.000 -15027.406 4 88.504 DW 0.000 0.000 -16290.888 4 110.631 DW 0.000 0.000 -17605.365 4 132.757 OW 0.000 0.000 -18970.835 4 0.000 HL93 0.000 0.000 0.000 4 22.126 HL93 0.000 0.000 0.000 4 44.252 HL93 0.000 0.000 0.000 4 66.378 HL93 0.000 0.000 0.000 4 88.504 HL93 0.000 0.000 0.000 4 110.631 HL93 0.000 0.000 0.000 4 132.757 HL93 0.000 0.000 0.000 4 0.000 P15 0.000 0.000 0.000 4 22.126 P15 0.000 0.000 0.000 4 44.252 P15 0.000 0.000 0.000 4 66.378 P15 0.000 0.000 0.000 4 88.504 P15 0.000 0.000 0.000 4 110.631 P15 0.000 0.000 0.000 4 132.757 P15 0.000 0.000 0.000 5 0.000 DC 0.000 0.000 -269579.004 5 24.001 DC 0.000 0.000 -288494.443 5 0.000 EQ1 Max 8.934E-09 5.622E-04 130909.818 5 24.001 EQ1 Max 8.934E-09 4.141E-04 138396.788 5 0.000 EQ2 Max 0.078 670755.195 0.010 5 24.001 EQ2 Max 0.078 692270.698 0.019 5 0.000 PUSH -4.933E-11 454498.969 0.000 5 24.001 PUSH -4.933E-11 472588.480 0.000 5 0.000 SELFWEIGHT 0.000 0.000 -160534.422 5 24.001 SELFWEIGHT 0.000 0.000 -173556.411 5 0.000 DW 0.000 0.000 -18970.835 5 24.001 DW 0.000 0.000 -20509.682 5 0.000 HL93 0.000 0.000 0.000 5 24.001 HL93 0.000 0.000 0.000 5 0.000 P15 0.000 0.000 0.000 5 24.001 P15 0.000 0.000 0.000 6 0.000 DC 0.000 0.000 -349518.137 6 24.001 DC 0.000 0.000 -322382.313 6 0.000 EQ1 Max 6.499E-13 4.141 E-04 167820.341 6 24.001 EQ1 Max 6.499E-13 5.990E-04 167205.239 6 0.000 EQ2 Max 9.002E-04 692270.697 8.703E-03 6 24.001 EQ2 Max 9.002E-04 707201.904 9.771 E-03 6 0.000 PUSH 5.343E-04 472588.480 0.000 6 24.001 PUSH 5.343E-04 466676.791 0.000 6 0.000 SELFWEIGHT 0.000 0.000 -257386.773 6 24.001 SELFWEIGHT 0.000 0.000 -234523.200 6 0.000 DW 0.000 0.000 -30415.752 TYLI / R&e / L&e 92 Page 45 of 65 QC6-Seismic-V5.SDe 9. Frame results SAP2000 v14.2.5 - License #26585 27 August 2014 Table 23: Element Forces - Frames, Part 2 of 2 Frame Station OutputCase StepType .• . . .T M2 M3 in Kip-in Kip-in Kip-in 6 24.001 DW 0.000 0.000 -27713.905 6 0.000 HL93 0.000 0.000 0.000 6 24.001 HL93 0.000 0.000 0.000 6 0.000 P15 0.000 0.000 0.000 6 24.001 P15 0.000 0.000 0.000 7 0.000 DC 0.000 0.000 -322382.313 7 23.865 DC 0.000 0.000 -295996.916 7 47.730 DC 0.000 0.000 -270206.064 7 71.594 DC 0.000 0.000 -245009.759 7 95.459 DC 0.000 0.000 -220407.999 7 119.324 DC 0.000 0.000 -196400.786 7 143.189 DC 0.000 0.000 -172988.119 7 167.054 DC 0.000 0.000 -150169.999 7 190.919 DC 0.000 0.000 -127946.424 7 214.783 DC 0.000 0.000 -106317.396 7 238.648 DC 0.000 0.000 -85282.913 7 262.513 DC 0.000 0.000 -64842.977 7 286.378 DC 0.000 0.000 -44997.587 7 310.243 DC 0.000 0.000 -25746.743 7 334.108 DC 0.000 0.000 -7090.446 7 357.972 DC 0.000 0.000 10971.306 7 381.837 DC 0.000 0.000 28438.511 7 405.702 DC 0.000 0.000 45311.170 7 429.567 DC 0.000 0.000 61589.283 7 453.432 DC 0.000 0.000 77272.850 7 477.297 DC 0.000 0.000 92361.871 7 501.161 DC 0.000 0.000 106856.345 7 525.026 DC 0.000 0.000 120756.274 7 0.000 EQ1 Max 6.499E-13 5.990E-04 167205.239 7 23.865 EQ1 Max 6.499E-13 5.254E-04 166423.199 7 47.730 EQ1 Max 6.499E-13 4.542E-04 165688.176 7 71.594 EQ1 Max 6.499E-13 3.868E-04 165000.798 7 95.459 EQ1 Max 6.499E-13 3.255E-04 164361.664 7 119.324 EQ1 Max 6.499E-13 2.743E-04 163771.339 7 143.189 EQ1 Max 6.499E-13 2.400E-04 163230.351 7 167.054 EQ1 Max 6.499E-13 2.302E-04 162739.193 7 190.919 EQ1 Max 6.499E-13 2.478E-04 162298.318 7 214.783 EQ1 Max 6.499E-13 2.878E-04 161908.136 7 238.648 EQ1 Max 6.499E-13 3.425E-04 161569.014 7 262.513 EQ1 Max 6.499E-13 4.059E-04 161281.275 7 286.378 EQ1 Max 6.499E-13 4.746E-04 161045.193 7 310.243 EQ1 Max 6.499E-13 5.466E-04 160860.997 7 334.108 EQ1 Max 6.499E-13 6.208E-04 160728.864 7 357.972 EQ1 Max 6.499E-13 6.964E-04 160648.924 7 381.837 EQ1 Max 6.499E-13 7.730E-04 160621.254 7 405.702 EQ1 Max 6.499E-13 8.504E-04 160645.880 7 429.567 EQ1 Max 6.499E-13 9.283E-04 160722.780 7 453.432 EQ1 Max 6.499E-13 1.007E-03 160851.878 7 477.297 EQ1 Max 6.499E-13 1.085E-03 161033.048 7 501.161 EQ1 Max 6.499E-13 1.164E-03 161266.116 7 525.026 EQ1 Max 6.499E-13 1.244E-03 161550.856 7 0.000 EQ2 Max 9.002E-04 707201.904 9.771 E-03 7 23.865 EQ2 Max 9.002E-04 716063.511 9.155E-03 7 47.730 EQ2 Max 9.002E-04 724971.502 8.540E-03 TYLI / R&e / L&B 93 Page 46 of 65 QCB-Seismic-V5.SD6 9. Frame results SAP2000 V14.2.5 License #26585 27 August 2014 Table 23: Element Forces - Frames, Part 2 of 2 Frame Station OutputCase StepType .••:.?. M2 M3 in Kip-in Kip-in Kip-in 7 71.594 EQ2 Max 9.002E-04 733924.188 7.924E-03 7 95.459 EQ2 Max 9.002E-04 742919.955 7.309E-03 7 119.324 EQ2 Max 9.002E-04 751957.255 6.694E-03 7 143.189 EQ2 Max 9.002E-04 761034.609 6.079E-03 7 167.054 EQ2 Max 9.002E-04 770150.600 5.465E-03 7 190.919 EQ2 Max 9.002E-04 779303.873 4.851 E-03 7 214.783 EQ2 Max 9.002E-04 788493.130 4.237E-03 7 238.648 EQ2 Max 9.002E-04 797717.126 3.625E-03 7 262.513 EQ2 Max 9.002E-04 806974.671 3.014E-03 7 286.378 EQ2 Max 9.002E-04 816264.624 2.406E-03 7 310.243 EQ2 Max 9.002E-04 825585.889 1.803E-03 7 334.108 EQ2 Max 9.002E-04 834937.419 1.213E-03 7 357.972 EQ2 Max 9.002E-04 844318.207 6.741 E-04 7 381.837 EQ2 Max 9.002E-04 853727.290 4.424E-04 7 405.702 EQ2 Max 9.002E-04 863163.742 8.345E-04 7 429.567 EQ2 Max 9.002E-04 872626.675 1.399E-03 7 453.432 EQ2 Max 9.002E-04 882115.237 1.994E-03 7 477.297 EQ2 Max 9.002E-04 891628.609 2.599E-03 7 501.161 EQ2 Max 9.002E-04 901166.007 3.208E-03 7 525.026 EQ2 Max 9.002E-04 910726.674 3.820E-03 7 0.000 PUSH 5.343E-04 466676.791 0.000 7 23.865 PUSH 5.343E-04 460798.691 0.000 7 47.730 PUSH 5.343E-04 454920.592 0.000 7 71.594 PUSH 5.343E-04 449042.492 0.000 7 95.459 PUSH 5.343E-04 443164.392 0.000 7 119.324 PUSH 5.343E-04 437286.293 0.000 7 143.189 PUSH 5.343E-04 431408.193 0.000 7 167.054 PUSH 5.343E-04 425530.093 0.000 7 190.919 PUSH 5.343E-04 419651.994 0.000 7 214.783 PUSH 5.343E-04 413773.894 0.000 7 238.648 PUSH 5.343E-04 407895.794 0.000 7 262.513 PUSH 5.343E-04 402017.695 0.000 7 286.378 PUSH 5.343E-04 396139.595 0.000 7 310.243 PUSH 5.343E-04 390261.495 0.000 7 334.108 PUSH 5.343E-04 384383.396 0.000 7 357.972 PUSH 5.343E-04 378505.296 0.000 7 381.837 PUSH 5.343E-04 372627.196 0.000 7 405.702 PUSH 5.343E-04 366749.097 0.000 7 429.567 PUSH 5.343E-04 360870.997 0.000 7 453.432 PUSH 5.343E-04 354992.897 0.000 7 477.297 PUSH 5.343E-04 349114.798 0.000 7 501.161 PUSH 5.343E-04 343236.698 0.000 7 525.026 PUSH 5.343E-04 337358.598 0.000 7 0.000 SELFWEIGHT 0.000 0.000 -234523.200 7 23.865 SELFWEIGHT 0.000 0.000 -212292.970 7 47.730 SELFWEIGHT 0.000 0.000 -190564.743 7 71.594 SELFWEIGHT 0.000 0.000 -169338.518 7 95.459 SELFWEIGHT 0.000 0.000 -148614.295 7 119.324 SELFWEIGHT 0.000 0.000 -128392.074 7 143.189 SELFWEIGHT 0.000 0.000 -108671.855 7 167.054 SELFWEIGHT 0.000 0.000 -89453.638 7 190.919 SELFWEIGHT 0.000 0.000 -70737.423 7 214.783 SELFWEIGHT 0.000 0.000 -52523.211 7 238.648 SELFWEIGHT 0.000 0.000 -34811.001 TYLI / R&B / L&B 94 Page 47 of 65 QCe - Seismic - V5.SD6 9. Frame results SAP2000 V14.2.5 License #26585 27 August 2014 Table 23: Element Forces - Frames, Part 2 of 2 OutputCase StepType T Kip-in M2 Kip-in Frame Station in Table 23: Element Forces - Frames, Part 2 of 2 OutputCase StepType T Kip-in M2 Kip-in M3 Kip-in 7 262.513 SELFWEIGHT 0.000 0.000 -17600.793 7 286.378 SELFWEIGHT 0.000 0.000 -892.587 7 310.243 SELFWEIGHT 0.000 0.000 15313.617 7 334.108 SELFWEIGHT 0.000 0.000 31017.819 7 357.972 SELFWEIGHT 0.000 0.000 46220.018 7 381.837 SELFWEIGHT 0.000 0.000 60920.216 7 405.702 SELFWEIGHT 0.000 0.000 75118.411 7 429.567 SELFWEIGHT 0.000 0.000 88814.604 7 453.432 SELFWEIGHT 0.000 0.000 102008.795 7 477.297 SELFWEIGHT 0.000 0.000 114700.984 7 501.161 SELFWEIGHT 0.000 0.000 126891.171 7 525.026 SELFWEIGHT 0.000 0.000 138579.355 7 0.000 DW 0.000 0.000 -27713.905 7 23.865 DW 0.000 0.000 -25086.902 7 47.730 DW 0.000 0.000 -22519.221 7 71.594 DW 0.000 0.000 -20010.864 7 95.459 DW 0.000 0.000 -17561.831 7 119.324 DW 0.000 0.000 -15172.120 7 143.189 DW 0.000 0.000 -12841.732 7 167.054 DW 0.000 0.000 -10570.667 7 190.919 DW 0.000 0.000 -8358.926 7 214.783 DW 0.000 0.000 -6206.507 7 238.648 DW 0.000 0.000 -4113.412 7 262.513 DW 0.000 0.000 -2079.640 7 286.378 DW 0.000 0.000 -105.190 7 310.243 DW 0.000 0.000 1809.936 7 334.108 DW 0.000 0.000 3665.739 7 357.972 DW 0.000 0.000 5462.219 7 381.837 DW 0.000 0.000 7199.376 7 405.702 DW 0.000 0.000 8877.209 7 429.567 DW 0.000 0.000 10495.720 7 453.432 DW 0.000 0.000 12054.908 7 477.297 DW 0.000 0.000 13554.772 7 501.161 DW 0.000 0.000 14995.314 7 525.026 DW 0.000 0.000 16376.532 7 0.000 HL93 0.000 0.000 0.000 7 23.865 HL93 0.000 0.000 0.000 7 47.730 HL93 0.000 0.000 0.000 7 71.594 HL93 0.000 0.000 0.000 7 95.459 HL93 0.000 0.000 0.000 7 119.324 HL93 0.000 0.000 0.000 7 143.189 HL93 0.000 0.000 0.000 7 167.054 HL93 0.000 0.000 0.000 7 190.919 HL93 0.000 0.000 0.000 7 214.783 HL93 0.000 0.000 0.000 7 238.648 HL93 0.000 0.000 0.000 7 262.513 HL93 0.000 0.000 0.000 7 286.378 HL93 0.000 0.000 0.000 7 310.243 HL93 0.000 0.000 0.000 7 334.108 HL93 0.000 0.000 0.000 7 357.972 HL93 0.000 0.000 0.000 7 381.837 HL93 0.000 0.000 0.000 7 405.702 HL93 0.000 0.000 0.000 7 429.567 HL93 0.000 0.000 0.000 TYLI / R&e / L&B 95 Page 48 of 65 QCB-Seismic-V5.SD6 9. Frame results SAP2000 V14.2.5 License #26585 27 August 2014 Table 23: Element Forces - Frames, Part 2 of 2 rame Station OutputCase StepType T M2 M3 in Kip-in Kip-in Kip-in 7 453.432 HL93 0.000 0.000 0.000 7 477.297 HL93 0.000 0.000 0.000 7 501.161 HL93 0.000 0.000 0.000 7 525.026 HL93 0.000 0.000 0.000 7 0.000 PI 5 0.000 0.000 0.000 7 23.865 P15 0.000 0.000 0.000 7 47.730 P15 0.000 0.000 0.000 7 71.594 P15 0.000 0.000 0.000 7 95.459 P15 0.000 0.000 0.000 7 119.324 P15 0.000 0.000 0.000 7 143.189 PI 5 0.000 0.000 0.000 7 167.054 P15 0.000 0.000 0.000 7 190.919 P15 0.000 0.000 0.000 7 214.783 P15 0.000 0.000 0.000 7 238.648 P15 0.000 0.000 0.000 7 262.513 PI 5 0.000 0.000 0.000 7 286.378 P15 0.000 0.000 0.000 7 310.243 P15 0.000 0.000 0.000 7 334.108 P15 0.000 0.000 0.000 7 357.972 P15 0.000 0.000 0.000 7 381.837 P15 0.000 0.000 0.000 7 405.702 PI 5 0.000 0.000 0.000 7 429.567 P15 0.000 0.000 0.000 7 453.432 P15 0.000 0.000 0.000 7 477.297 P15 0.000 0.000 0.000 7 501.161 P15 0.000 0.000 0.000 7 525.026 PI 5 0.000 0.000 0.000 8 0.000 DC 0.000 0.000 120756.274 8 23.871 DC 0.000 0.000 134064.888 8 47.742 DC 0.000 0.000 146778.660 8 71.612 DC 0.000 0.000 158897.591 8 95.483 DC 0.000 0.000 170421.680 8 119.354 DC 0.000 0.000 181350.928 8 143.225 DC 0.000 0.000 191685.333 8 167.095 DC 0.000 0.000 201424.898 8 190.966 DC 0.000 0.000 210569.620 8 214.837 DC 0.000 0.000 219119.502 8 238.708 DC 0.000 0.000 227074.541 8 262.578 DC 0.000 0.000 234434.739 8 286.449 DC 0.000 0.000 241200.095 8 310.320 DC 0.000 0.000 247370.609 8 334.191 DC 0.000 0.000 252946.282 8 358.061 DC 0.000 0.000 257927.114 8 381.932 DC 0.000 0.000 262313.103 8 405.803 DC 0.000 0.000 266104.252 8 429.674 DC 0.000 0.000 269300.558 8 453.544 DC 0.000 0.000 271902.023 8 477.415 DC 0.000 0.000 273908.646 8 501.286 DC 0.000 0.000 275320.428 8 525.157 DC 0.000 0.000 276137.368 8 549.027 DC 0.000 0.000 276359.466 8 0.000 EQ1 Max 6.499E-13 1.244E-03 161550.856 8 23.871 EQ1 Max 6.499E-13 1.234E-03 157246.862 8 47.742 EQ1 Max 6.499E-13 1.224E-03 152994.287 TYLI / R&e / L&B 96 Page 49 of 65 QC6-Seismic-V5.SDe 9. Frame results SAP2000 vl 4.2.5 License #26585 27 August 2014 Table 23: Element Forces - Frames, Part 2 of 2 ame Station OutputCase StepType • T M2 M3 in Kip-in Kip-in Kip-in 8 71.612 EQ1 Max 6.499E-13 1.215E-03 148797.540 8 95.483 EQ1 Max 6.499E-13 1.206E-03 144661.481 8 119.354 EQ1 Max 6.499E-13 1.196E-03 140591.465 8 143.225 EQ1 Max 6.499E-13 1.187E-03 136593.397 8 167.095 EQ1 Max 6.499E-13 1.178E-03 132673.780 8 190.966 EQ1 Max 6.499E-13 1.169E-03 128839.774 8 214.837 EQ1 Max 6.499E-13 1.160E-03 125099.252 8 238.708 EQ1 Max 6.499E-13 1.151 E-03 121460.851 8 262.578 EQ1 Max 6.499E-13 1.142E-03 117934.022 8 286.449 EQ1 Max 6.499E-13 1.133E-03 114529.074 8 310.320 EQ1 Max 6.499E-13 1.125E-03 111257.197 8 334.191 EQ1 Max 6.499E-13 1.116E-03 108130.471 8 358.061 EQ1 Max 6.499E-13 1.108E-03 105161.845 8 381.932 EQ1 Max 6.499E-13 1.099E-03 102365.074 8 405.803 EQ1 Max 6.499E-13 1.091 E-03 99754.614 8 429.674 EQ1 Max 6.499E-13 1.083E-03 97345.454 8 453.544 EQ1 Max 6.499E-13 1.075E-03 95152.886 8 477.415 EQ1 Max 6.499E-13 1.067E-03 93192.199 8 501.286 EQ1 Max 6.499E-13 1.059E-03 91478.304 8 525.157 EQ1 Max 6.499E-13 1.051 E-03 90025.297 8 549.027 EQ1 Max 6.499E-13 1.044E-03 88845.979 8 0.000 EQ2 Max 9.002E-04 910726.674 3.820E-03 8 23.871 EQ2 Max 9.002E-04 904625.065 3.607E-03 8 47.742 EQ2 Max 9.002E-04 898529.021 3.395E-03 8 71.612 EQ2 Max 9.002E-04 892438.655 3.182E-03 8 95.483 EQ2 Max 9.002E-04 886354.084 2.971 E-03 8 119.354 EQ2 Max 9.002E-04 880275.429 2.760E-03 8 143.225 EQ2 Max 9.002E-04 874202.813 2.549E-03 8 167.095 EQ2 Max 9.002E-04 868136.363 2.339E-03 8 190.966 EQ2 Max 9.002E-04 862076.209 2.131E-03 8 214.837 EQ2 Max 9.002E-04 856022.484 1.924E-03 8 238.708 EQ2 Max 9.002E-04 849975.327 1.719E-03 8 262.578 EQ2 Max 9.002E-04 843934.878 1.517E-03 8 286.449 EQ2 Max 9.002E-04 837901.282 1.319E-03 8 310.320 EQ2 Max 9.002E-04 831874.689 1.128E-03 8 334.191 EQ2 Max 9.002E-04 825855.251 9.467E-04 8 358.061 EQ2 Max 9.002E-04 819843.127 7.830E-04 8 381.932 EQ2 Max 9.002E-04 813838.478 6.500E-04 8 405.803 EQ2 Max 9.002E-04 807841.472 5.699E-04 8 429.674 EQ2 Max 9.002E-04 801852.279 5.653E-04 8 453.544 EQ2 Max 9.002E-04 795871.076 6.381 E-04 8 477.415 EQ2 Max 9.002E-04 789898.044 7.664E-04 8 501.286 EQ2 Max 9.002E-04 783933.371 9.275E-04 8 525.157 EQ2 Max 9.002E-04 777977.248 1.107E-03 8 549.027 EQ2 Max 9.002E-04 772029.874 1.298E-03 8 0.000 PUSH 5.343E-04 337358.598 0.000 8 23.871 PUSH 5.343E-04 331479.038 0.000 8 47.742 PUSH 5.343E-04 325599.478 0.000 8 71.612 PUSH 5.343E-04 319719.918 0.000 8 95.483 PUSH 5.343E-04 313840.358 0.000 8 119.354 PUSH 5.343E-04 307960.798 0.000 8 143.225 PUSH 5.343E-04 302081.238 0.000 8 167.095 PUSH 5.343E-04 296201.678 0.000 8 190.966 PUSH 5.343E-04 290322.118 0.000 TYLI / R&e / L&e 97 Page 50 of 65 QCe-Seismic-V5.SDB 9. Frame results SAP2000v14.2.5 License #26585 27 August 2014 Table 23: Element Forces - Frames, Part 2 of 2 'ame Station OutputCase StepType T M2 M3 in Kip-in Kip-in Kip-in 8 214.837 PUSH 5.343E-04 284442.558 0.000 8 238.708 PUSH 5.343E-04 278562.998 0.000 8 262.578 PUSH 5.343E-04 272683.438 0.000 8 286.449 PUSH 5.343E-04 266803.878 0.000 8 310.320 PUSH 5.343E-04 260924.318 0.000 8 334.191 PUSH 5.343E-04 255044.757 0.000 8 358.061 PUSH 5.343E-04 249165.197 0.000 8 381.932 PUSH 5.343E-04 243285.637 0.000 8 405.803 PUSH 5.343E-04 237406.077 0.000 8 429.674 PUSH 5.343E-04 231526.517 0.000 8 453.544 PUSH 5.343E-04 225646.957 0.000 8 477.415 PUSH 5.343E-04 219767.397 0.000 8 501.286 PUSH 5.343E-04 213887.837 0.000 8 525.157 PUSH 5.343E-04 208008.277 0.000 8 549.027 PUSH 5.343E-04 202128.717 0.000 8 0.000 SELFWEIGHT 0.000 0.000 138579.355 8 23.871 SELFWEIGHT 0.000 0.000 149768.254 8 47.742 SELFWEIGHT 0.000 0.000 160454.902 8 71.612 SELFWEIGHT 0.000 0.000 170639.298 8 95.483 SELFWEIGHT 0.000 0.000 180321.442 8 119.354 SELFWEIGHT 0.000 0.000 189501.335 8 143.225 SELFWEIGHT 0.000 0.000 198178.976 8 167.095 SELFWEIGHT 0.000 0.000 206354.365 8 190.966 SELFWEIGHT 0.000 0.000 214027.503 8 214.837 SELFWEIGHT 0.000 0.000 221198.389 8 238.708 SELFWEIGHT 0.000 0.000 227867.024 8 262.578 SELFWEIGHT 0.000 0.000 234033.407 8 286.449 SELFWEIGHT 0.000 0.000 239697.538 8 310.320 SELFWEIGHT 0.000 0.000 244859.418 8 334.191 SELFWEIGHT 0.000 0.000 249519.046 8 358.061 SELFWEIGHT 0.000 0.000 253676.422 8 381.932 SELFWEIGHT 0.000 0.000 257331.547 8 405.803 SELFWEIGHT 0.000 0.000 260484.421 8 429.674 SELFWEIGHT 0.000 0.000 263135.042 8 453.544 SELFWEIGHT 0.000 0.000 265283.412 8 477.415 SELFWEIGHT 0.000 0.000 266929.531 8 501.286 SELFWEIGHT 0.000 0.000 268073.397 8 525.157 SELFWEIGHT 0.000 0.000 268715.012 8 549.027 SELFWEIGHT 0.000 0.000 268854.376 8 0.000 DW 0.000 0.000 16376.532 8 23.871 DW 0.000 0.000 17698.749 8 47.742 DW 0.000 0.000 18961.612 8 71.612 DW 0.000 0.000 20165.124 8 95.483 DW 0.000 0.000 21309.282 8 119.354 DW 0.000 0.000 22394.088 8 143.225 DW 0.000 0.000 23419.542 8 167.095 DW 0.000 0.000 24385.643 8 190.966 DW 0.000 0.000 25292.391 8 214.837 DW 0.000 0.000 26139.787 8 238.708 DW 0.000 0.000 26927.830 8 262.578 DW 0.000 0.000 27656.521 8 286.449 DW 0.000 0.000 28325.859 8 310.320 DW 0.000 0.000 28935.845 8 334.191 DW 0.000 0.000 29486.478 TYLI / R&6 / L&e 98 Page 51 of 65 QC6-Seismic-V5.SDe 9. Frame results SAP2000 V14.2.5 License #26585 27 August 2014 Table 23: Element Forces - Frames, Part 2 of 2 ame Station OutputCase StepType T M2 M3 in Kip-in Kip-in Kip-in 8 358.061 DW 0.000 0.000 29977.758 8 381.932 DW 0.000 0.000 30409.686 8 405.803 DW 0.000 0.000 30782.261 8 429.674 DW 0.000 0.000 31095.484 8 453.544 DW 0.000 0.000 31349.354 8 477.415 DW 0.000 0.000 31543.872 8 501.286 DW 0.000 0.000 31679.037 8 525.157 DW 0.000 0.000 31754.849 8 549.027 DW 0.000 0.000 31771.309 8 0.000 HL93 0.000 0.000 0.000 8 23.871 HL93 0.000 0.000 0.000 8 47.742 HL93 0.000 0.000 0.000 8 71.612 HL93 0.000 0.000 0.000 8 95.483 HL93 0.000 0.000 0.000 8 119.354 HL93 0.000 0.000 0.000 8 143.225 HL93 0.000 0.000 0.000 8 167.095 HL93 0.000 0.000 0.000 8 190.966 HL93 0.000 0.000 0.000 8 214.837 HL93 0.000 0.000 0.000 8 238.708 HL93 0.000 0.000 0.000 8 262.578 HL93 0.000 0.000 0.000 8 286.449 HL93 0.000 0.000 0.000 8 310.320 HL93 0.000 0.000 0.000 8 334.191 HL93 0.000 0.000 0.000 8 358.061 HL93 0.000 0.000 0.000 8 381.932 HL93 0.000 0.000 0.000 8 405.803 HL93 0.000 0.000 0.000 8 429.674 HL93 0.000 0.000 0.000 8 453.544 HL93 0.000 0.000 0.000 8 477.415 HL93 0.000 0.000 0.000 8 501.286 HL93 0.000 0.000 0.000 8 525.157 HL93 0.000 0.000 0.000 8 549.027 HL93 0.000 0.000 0.000 8 0.000 P15 0.000 0.000 0.000 8 23.871 PI 5 0.000 0.000 0.000 8 47.742 P15 0.000 0.000 0.000 8 71.612 P15 0.000 0.000 0.000 8 95.483 P15 0.000 0.000 0.000 8 119.354 P15 0.000 0.000 0.000 8 143.225 PI 5 0.000 0.000 0.000 8 167.095 P15 0.000 0.000 0.000 8 190.966 P15 0.000 0.000 0.000 8 214.837 P15 0.000 0.000 0.000 8 238.708 P15 0.000 0.000 0.000 8 262.578 P15 0.000 0.000 0.000 8 286.449 PI 5 0.000 0.000 0.000 8 310.320 P15 0.000 0.000 0.000 8 334.191 PI 5 0.000 0.000 0.000 8 358.061 P15 0.000 0.000 0.000 8 381.932 P15 0.000 0.000 0.000 8 405.803 P15 0.000 0.000 0.000 8 429.674 P15 0.000 0.000 0.000 8 453.544 P15 0.000 0.000 0.000 8 477.415 P15 0.000 0.000 0.000 TYLI / R&e / L&e 99 Page 52 of 65 QCe-Seismic-V5.SDe 9. Frame results SAP2000v14.2.5 License #26585 27 August 2014 Table 23: Element Forces - Frames, Part 2 of 2 Frame Station OutputCase StepType T M2 M3 in Kip-in Kip-in Kip-in 8 501.286 PI 5 0.000 0.000 0.000 8 525.157 PI 5 0.000 0.000 0.000 8 549.027 P15 0.000 0.000 0.000 9 0.000 DC 0.000 0.000 276359.466 9 23.871 DC 0.000 0.000 275986.723 9 47.742 DC 0.000 0.000 275019.138 9 71.612 DC 0.000 0.000 273456.711 9 95.483 DC 0.000 0.000 271299.443 9 119.354 DC 0.000 0.000 268547.333 9 143.225 DC 0.000 0.000 265200.382 9 167.095 DC 0.000 0.000 261258.589 9 190.966 DC 0.000 0.000 256721.954 9 214.837 DC 0.000 0.000 251590.478 9 238.708 DC 0.000 0.000 245864.160 9 262.578 DC 0.000 0.000 239543.001 9 286.449 DC 0.000 0.000 232626.999 9 310.320 DC 0.000 0.000 225116.157 9 334.191 DC 0.000 0.000 217010.472 9 358.061 DC 0.000 0.000 208309.946 9 381.932 DC 0.000 0.000 199014.579 9 405.803 DC 0.000 0.000 189124.370 9 429.674 DC 0.000 0.000 178639.319 9 453.544 DC 0.000 0.000 167559.426 9 477.415 DC 0.000 0.000 155884.692 9 501.286 DC 0.000 0.000 143615.116 9 525.157 DC 0.000 0.000 130750.699 9 549.027 DC 0.000 0.000 117291.440 9 0.000 EQ1 Max 6.499E-13 1.044E-03 88845.979 9 23.871 EQ1 Max 6.499E-13 9.730E-04 84714.669 9 47.742 EQ1 Max 6.499E-13 9.032E-04 81001.194 9 71.612 EQ1 Max 6.499E-13 8.345E-04 77765.438 9 95.483 EQ1 Max 6.499E-13 7.672E-04 75069.199 9 119.354 EQ1 Max 6.499E-13 7.016E-04 72972.304 9 143.225 EQ1 Max 6.499E-13 6.385E-04 71527.486 9 167.095 EQ1 Max 6.499E-13 5.785E-04 70774.690 9 190.966 EQ1 Max 6.499E-13 5.226E-04 70736.013 9 214.837 EQ1 Max 6.499E-13 4.725E-04 71412.616 9 238.708 EQ1 Max 6.499E-13 4.301 E-04 72784.555 9 262.578 EQ1 Max 6.499E-13 3.978E-04 74813.585 9 286.449 EQ1 Max 6.499E-13 3.783E-04 77448.079 9 310.320 EQ1 Max 6.499E-13 3.735E-04 80628.710 9 334.191 EQ1 Max 6.499E-13 3.841 E-04 84293.678 9 358.061 EQ1 Max 6.499E-13 4.089E-04 88382.751 9 381.932 EQ1 Max 6.499E-13 4.454E-04 92839.910 9 405.803 EQ1 Max 6.499E-13 4.910E-04 97614.744 9 429.674 EQ1 Max 6.499E-13 5.436E-04 102662.940 9 453.544 EQ1 Max 6.499E-13 6.012E-04 107946.151 9 477.415 EQ1 Max 6.499E-13 6.625E-04 113431.544 9 501.286 EQ1 Max 6.499E-13 7.267E-04 119091.185 9 525.157 EQ1 Max 6.499E-13 7.929E-04 124901.388 9 549.027 EQ1 Max 6.499E-13 8.608E-04 130842.098 9 0.000 EQ2 Max 9.002E-04 772029.874 1.298E-03 9 23.871 EQ2 Max 9.002E-04 751048.187 1.239E-03 9 47.742 EQ2 Max 9.002E-04 730082.199 1.182E-03 TYLI / R&6 / L&e 100 Page 53 of 65 QCe-Seismic-V5.SD6 9. Frame results SAP2000v14.2.5 License #26585 27 August 2014 Table 23: Element Forces - Frames, Part 2 of 2 Frame Station OutputCase StepType T M2 M3 In Kip-in Kip-in Kip-in 9 71.612 EQ2 Max 9.002E-04 709133.305 1.127E-03 9 95.483 EQ2 Max 9.002E-04 688203.063 1.073E-03 9 119.354 EQ2 Max 9.002E-04 667293.230 1.021 E-03 9 143.225 EQ2 Max 9.002E-04 646405.787 9.723E-04 9 167.095 EQ2 Max 9.002E-04 625542.975 9.260E-04 9 190.966 EQ2 Max 9.002E-04 604707.345 8.830E-04 9 214.837 EQ2 Max 9.002E-04 583901.806 8.438E-04 9 238.708 EQ2 Max 9.002E-04 563129.694 8.090E-04 9 262.578 EQ2 Max 9.002E-04 542394.848 7.790E-04 9 286.449 EQ2 Max 9.002E-04 521701.713 7.546E-04 9 310.320 EQ2 Max 9.002E-04 501055.456 7.362E-04 9 334.191 EQ2 Max 9.002E-04 480462.121 7.243E-04 9 358.061 EQ2 Max 9.002E-04 459928.816 7.193E-04 9 381.932 EQ2 Max 9.002E-04 439463.957 7.213E-04 9 405.803 EQ2 Max 9.002E-04 419077.569 7.301 E-04 9 429.674 EQ2 Max 9.002E-04 398781.689 7.457E-04 9 453.544 EQ2 Max 9.002E-04 378590.872 7.675E-04 9 477.415 EQ2 Max 9.002E-04 358522.870 7.951 E-04 9 501.286 EQ2 Max 9.002E-04 338599.519 8.279E-04 9 525.157 EQ2 Max 9.002E-04 318847.938 8.652E-04 9 549.027 EQ2 Max 9.002E-04 299302.134 9.066E-04 9 0.000 PUSH 5.343E-04 202128.717 0.000 9 23.871 PUSH 5.343E-04 196249.157 0.000 9 47.742 PUSH 5.343E-04 190369.597 0.000 9 71.612 PUSH 5.343E-04 184490.037 0.000 9 95.483 PUSH 5.343E-04 178610.477 0.000 9 119.354 PUSH 5.343E-04 172730.917 0.000 9 143.225 PUSH 5.343E-04 166851.357 0.000 9 167.095 PUSH 5.343E-04 160971.797 0.000 9 190.966 PUSH 5.343E-04 155092.236 0.000 9 214.837 PUSH 5.343E-04 149212.676 0.000 9 238.708 PUSH 5.343E-04 143333.116 0.000 9 262.578 PUSH 5.343E-04 137453.556 0.000 9 286.449 PUSH 5.343E-04 131573.996 0.000 9 310.320 PUSH 5.343E-04 125694.436 0.000 9 334.191 PUSH 5.343E-04 119814.876 0.000 9 358.061 PUSH 5.343E-04 113935.316 0.000 9 381.932 PUSH 5.343E-04 108055.756 0.000 9 405.803 PUSH 5.343E-04 102176.196 0.000 9 429.674 PUSH 5.343E-04 96296.636 0.000 9 453.544 PUSH 5.343E-04 90417.076 0.000 9 477.415 PUSH 5.343E-04 84537.516 0.000 9 501.286 PUSH 5.343E-04 78657.956 0.000 9 525.157 PUSH 5.343E-04 72778.396 0.000 9 549.027 PUSH 5.343E-04 66898.836 0.000 9 0.000 SELFWEIGHT 0.000 0.000 268854.376 9 23.871 SELFWEIGHT 0.000 0.000 268491.488 9 47.742 SELFWEIGHT 0.000 0.000 267626.348 9 71.612 SELFWEIGHT 0.000 0.000 266258.957 9 95.483 SELFWEIGHT 0.000 0.000 264389.314 9 119.354 SELFWEIGHT 0.000 0.000 262017.419 9 143.225 SELFWEIGHT 0.000 0.000 259143.273 9 167.095 SELFWEIGHT 0.000 0.000 255766.875 9 190.966 SELFWEIGHT 0.000 0.000 251888.226 TYLI / R&e / L&6 101 Page 54 of 65 QCe-Seismic-V5.SDe 9. Frame results SAP2000 V14.2.5 License #26585 27 August 2014 Table 23: Element Forces - Frames, Part 2 of 2 Frame Station OutputCase StepType T M2 M3 • - in • •:• Kip-in Kip-in Kip-in 9 214.837 SELFWEIGHT 0.000 0.000 247507.325 9 238.708 SELFWEIGHT 0.000 0.000 242624.172 9 262.578 SELFWEIGHT 0.000 0.000 237238.768 9 286.449 SELFWEIGHT 0.000 0.000 231351.112 9 310.320 SELFWEIGHT 0.000 0.000 224961.205 9 334.191 SELFWEIGHT 0.000 0.000 218069.045 9 358.061 SELFWEIGHT 0.000 0.000 210674.635 9 381.932 SELFWEIGHT 0.000 0.000 202777.972 9 405.803 SELFWEIGHT 0.000 0.000 194379.058 9 429.674 SELFWEIGHT 0.000 0.000 185477.893 9 453.544 SELFWEIGHT 0.000 0.000 176074.475 9 477.415 SELFWEIGHT 0.000 0.000 166168.807 9 501.286 SELFWEIGHT 0.000 0.000 155760.886 9 525.157 SELFWEIGHT 0.000 0.000 144850.714 9 549.027 SELFWEIGHT 0.000 0.000 133438.290 9 0.000 DW 0.000 0.000 31771.309 9 23.871 DW 0.000 0.000 31728.416 9 47.742 DW 0.000 0.000 31626.171 9 71.612 DW 0.000 0.000 31464.573 9 95.483 DW 0.000 0.000 31243.623 9 119.354 DW 0.000 0.000 30963.320 9 143.225 DW 0.000 0.000 30623.664 9 167.095 DW 0.000 0.000 30224.656 9 190.966 DW 0.000 0.000 29766.296 9 214.837 DW 0.000 0.000 29248.583 9 238.708 DW 0.000 0.000 28671.517 9 262.578 DW 0.000 0.000 28035.099 9 286.449 DW 0.000 0.000 27339.328 9 310.320 DW 0.000 0.000 26584.204 9 334.191 DW 0.000 0.000 25769.728 9 358.061 DW 0.000 0.000 24895.900 9 381.932 DW 0.000 0.000 23962.718 9 405.803 DW 0.000 0.000 22970.185 9 429.674 DW 0.000 0.000 21918.298 9 453.544 DW 0.000 0.000 20807.060 9 477.415 DW 0.000 0.000 19636.468 9 501.286 DW 0.000 0.000 18406.524 9 525.157 DW 0.000 0.000 17117.228 9 549.027 DW 0.000 0.000 15768.579 9 0.000 HL93 0.000 0.000 0.000 9 23.871 HL93 0.000 0.000 0.000 9 47.742 HL93 0.000 0.000 0.000 9 71.612 HL93 0.000 0.000 0.000 9 95.483 HL93 0.000 0.000 0.000 9 119.354 HL93 0.000 0.000 0.000 9 143.225 HL93 0.000 0.000 0.000 9 167.095 HL93 0.000 0.000 0.000 9 190.966 HL93 0.000 0.000 0.000 9 214.837 HL93 0.000 0.000 0.000 9 238.708 HL93 0.000 0.000 0.000 9 262.578 HL93 0.000 0.000 0.000 9 286.449 HL93 0.000 0.000 0.000 9 310.320 HL93 0.000 0.000 0.000 9 334.191 HL93 0.000 0.000 0.000 TYLI / R&e / L&B 102 Page 55 of 65 QCB - Seismic - VS.SDB 9. Frame results SAP2000 V14.2.S License #26585 27 August 2014 Table 23: Element Forces - Frames, Part 2 of 2 Frame Station OutputCase StepType T M2 M3 • .in •'•?• Kip-in Kip-in Kip-in 9 358.061 HL93 0.000 0.000 0.000 9 381.932 HL93 0.000 0.000 0.000 9 405.803 HL93 0.000 0.000 0.000 9 429.674 HL93 0.000 0.000 0.000 9 453.544 HL93 0.000 0.000 0.000 9 477.415 HL93 0.000 0.000 0.000 9 501.286 HL93 0.000 0.000 0.000 9 525.157 HL93 0.000 0.000 0.000 9 549.027 HL93 0.000 0.000 0.000 9 0.000 P15 0.000 0.000 0.000 9 23.871 P15 0.000 0.000 0.000 9 47.742 P15 0.000 0.000 0.000 9 71.612 P15 0.000 0.000 0.000 9 95.483 P15 0.000 0.000 0.000 9 119.354 P15 0.000 0.000 0.000 9 143.225 PI 5 0.000 0.000 0.000 9 167.095 P15 0.000 0.000 0.000 9 190.966 P15 0.000 0.000 0.000 9 214.837 P15 0.000 0.000 0.000 9 238.708 PI 5 0.000 0.000 0.000 9 262.578 P15 0.000 0.000 0.000 9 286.449 P15 0.000 0.000 0.000 9 310.320 P15 0.000 0.000 0.000 9 334.191 P15 0.000 0.000 0.000 9 358.061 P15 0.000 0.000 0.000 9 381.932 P15 0.000 0.000 0.000 9 405.803 PI 5 0.000 0.000 0.000 9 429.674 P15 0.000 0.000 0.000 9 453.544 P15 0.000 0.000 0.000 9 477.415 P15 0.000 0.000 0.000 9 501.286 P15 0.000 0.000 0.000 9 525.157 P15 0.000 0.000 0.000 9 549.027 PI 5 0.000 0.000 0.000 10 0.000 DC 0.000 0.000 117291.440 10 262.513 DC 0.000 0.000 -69964.494 10 525.026 DC 0.000 0.000 -329160.512 10 0.000 EQ1 Max 6.499E-13 8.608E-04 130842.098 10 262.513 EQ1 Max 6.499E-13 6.479E-04 180992.259 10 525.026 EQ1 Max 6.499E-13 6.469E-04 242030.191 10 0.000 EQ2 Max 9.002E-04 299302.134 9.066E-04 10 262.513 EQ2 Max 9.002E-04 56123.959 1.230E-03 10 525.026 EQ2 Max 9.002E-04 363645.820 3.013E-03 10 0.000 PUSH 5.343E-04 66898.836 0.000 10 262.513 PUSH 5.343E-04 2239.739 0.000 10 525.026 PUSH 5.343E-04 -62419.357 0.000 10 0.000 SELFWEIGHT 0.000 0.000 133438.290 10 262.513 SELFWEIGHT 0.000 0.000 -25200.017 10 525.026 SELFWEIGHT 0.000 0.000 -244580.584 10 0.000 DW 0.000 0.000 15768.579 10 262.513 DW 0.000 0.000 -2978.282 10 525.026 DW 0.000 0.000 -28903.235 10 0.000 HL93 0.000 0.000 0.000 10 262.513 HL93 0.000 0.000 0.000 10 525.026 HL93 0.000 0.000 0.000 TYLI / R&e / L&B 103 Page 56 of 65 QCB-Seismic-VS.SDe 9. Frame results SAP2000 V14.2.S License #26585 27 August 2014 Table 23: Element Forces - Frames, Part 2 of 2 Frame Station OutputCase StepType T M2 M3 in Kip-in Kip-in Kip-in 10 0.000 P15 0.000 0.000 0.000 10 262.513 P15 0.000 0.000 0.000 10 525.026 P15 0.000 0.000 0.000 11 0.000 DC 0.000 0.000 -329160.512 11 24.001 DC 0.000 0.000 -356447.804 11 0.000 EQ1 Max 6.499E-13 6.469E-04 242030.191 11 24.001 EQ1 Max 6.499E-13 4.998E-04 247826.022 11 0.000 EQ2 Max 9.002E-04 363645.820 3.013E-03 11 24.001 EQ2 Max 9.002E-04 394305.555 3.064E-03 11 0.000 PUSH 5.343E-04 -62419.357 0.000 11 24.001 PUSH 5.343E-04 -68331.046 0.000 11 0.000 SELFWEIGHT 0.000 0.000 -244580.584 11 24.001 SELR/VEIGHT 0.000 0.000 -267668.902 11 0.000 DW 0.000 0.000 -28903.235 11 24.001 DW 0.000 0.000 -31631.659 11 0.000 HL93 0.000 0.000 0.000 11 24.001 HL93 0.000 0.000 0.000 11 0.000 PI 5 0.000 0.000 0.000 11 24.001 PI 5 0.000 0.000 0.000 12 0.000 DC 0.000 0.000 -288537.529 12 24.001 DC 0.000 0.000 -269620.440 12 0.000 EQ1 Max 1.278E-08 5.018E-04 112478.065 12 24.001 EQ1 Max 1.278E-08 9.025E-04 106222.429 12 0.000 EQ2 Max 0.075 379708.633 3.953E-03 12 24.001 EQ2 Max 0.075 365061.026 3.771 E-03 12 0.000 PUSH 1.453E-11 -62804.251 0.000 12 24.001 PUSH 1.453E-11 -60400.260 0.000 12 0.000 SELFWEIGHT 0.000 0.000 -173615.833 12 24.001 SELFWEIGHT 0.000 0.000 -160591.570 12 0.000 DW 0.000 0.000 -20516.707 12 24.001 DW 0.000 0.000 -18977.591 12 0.000 HL93 0.000 0.000 0.000 12 24.001 HL93 0.000 0.000 0.000 12 0.000 P15 0.000 0.000 0.000 12 24.001 P15 0.000 0.000 0.000 13 0.000 DC 0.000 0.000 -269620.440 13 66.378 DC 0.000 0.000 -220434.248 13 132.757 DC 0.000 0.000 -175847.671 13 0.000 EQ1 Max 1.115E-08 9.025E-04 106222.429 13 66.378 EQ1 Max 1.115E-08 2.424E-03 89088.102 13 132.757 EQ1 Max 1.115E-08 3.969E-03 71958.022 13 0.000 EQ2 Max 0.820 365061.026 3.771 E-03 13 66.378 EQ2 Max 0.820 325341.779 2.594E-03 13 132.757 EQ2 Max 0.820 286173.458 8.708E-03 13 0.000 PUSH -0.136 -60400.260 0.000 13 66.378 PUSH -0.136 -53751.724 0.000 13 132.757 PUSH -0.136 -47103.188 0.000 13 0.000 SELFWEIGHT 0.000 0.000 -160591.570 13 66.378 SELFWEIGHT 0.000 0.000 -127215.312 13 132.757 SELFWEIGHT 0.000 0.000 -97722.715 13 0.000 DW 0.000 0.000 -18977.591 13 66.378 DW 0.000 0.000 -15033.418 13 132.757 DW 0.000 0.000 -11548.190 13 0.000 HL93 0.000 0.000 0.000 TYLI / R&e / L&e 104 Page 57 of 65 QCe - Seismic - VS.SDB 9. Frame results SAP2000V14.2.5 License #26585 27 August 2014 Table 23: Element Forces - Frames, Part 2 of 2 Frame Station OutputCase StepType T M2 M3 ••.:•• •in . • Kip-in Kip-in Kip-in 13 66.378 HL93 0.000 0.000 0.000 13 132.757 HL93 0.000 0.000 0.000 13 0.000 P15 0.000 0.000 0.000 13 66.378 P15 0.000 0.000 0.000 13 132.757 PI 5 0.000 0.000 0.000 14 0.000 DC 0.000 0.000 -175847.671 14 78.379 DC 0.000 0.000 -129122.356 14 156.758 DC 0.000 0.000 -88810.133 14 0.000 EQ1 Max 4.071 E-08 3.969E-03 71958.022 14 78.379 EQ1 Max 4.071 E-08 4.624E-03 53920.775 14 156.758 EQ1 Max 4.071 E-08 5.318E-03 35894.114 14 0.000 EQ2 Max 1.489 286173.458 8.708E-03 14 78.379 EQ2 Max 1.489 240083.647 3.014E-03 14 156.758 EQ2 Max 1.489 194522.064 2.792E-03 14 0.000 PUSH 0.240 -47103.188 0.000 14 78.379 PUSH 0.240 -39252.656 0.000 14 156.758 PUSH 0.240 -31402.125 0.000 14 0.000 SELFWEIGHT 0.000 0.000 -97722.715 14 78.379 SELFWEIGHT 0.000 0.000 -67898.418 14 156.758 SELFWEIGHT 0.000 0.000 -43488.983 14 0.000 DW 0.000 0.000 -11548.190 14 78.379 DW 0.000 0.000 -8023.763 14 156.758 DW 0.000 0.000 -5139.226 14 0.000 HL93 0.000 0.000 0.000 14 78.379 HL93 0.000 0.000 0.000 14 156.758 HL93 0.000 0.000 0.000 14 0.000 P15 0.000 0.000 0.000 14 78.379 PI 5 0.000 0.000 0.000 14 156.758 PI 5 0.000 0.000 0.000 15 0.000 DC 0.000 0.000 -88810.133 15 78.379 DC 0.000 0.000 -56987.963 15 156.758 DC 0.000 0.000 -31578.884 15 0.000 EQ1 Max 4.510E-18 5.318E-03 35894.114 15 78.379 EQ1 Max 4.510E-18 3.613E-03 22938.510 15 156.758 EQ1 Max 4.510E-18 1.914E-03 10008.772 15 0.000 EQ2 Max 5.649E-11 194522.065 2.792E-03 15 78.379 EQ2 Max 5.649E-11 147241.232 8.355E-04 15 156.758 EQ2 Max 5.649E-11 100195.055 1.442E-03 15 0.000 PUSH -1.835E-12 -31402.125 0.000 15 78.379 PUSH -1.835E-12 -23551.593 0.000 15 156.758 PUSH -1.835E-12 -15701.062 0.000 15 0.000 SELFWEIGHT 0.000 0.000 -43488.983 15 78.379 SELFWEIGHT 0.000 0.000 -24494.444 15 156.758 SELFWEIGHT 0.000 0.000 -10914.767 15 0.000 DW 0.000 0.000 -5139.226 15 78.379 DW 0.000 0.000 -2894.584 15 156.758 DW 0.000 0.000 -1289.832 15 0.000 HL93 0.000 0.000 0.000 15 78.379 HL93 0.000 0.000 0.000 15 156.758 HL93 0.000 0.000 0.000 15 0.000 P15 0.000 0.000 0.000 15 78.379 P15 0.000 0.000 0.000 15 156.758 PI 5 0.000 0.000 0.000 16 0.000 DC 0.000 0.000 -31578.884 TYLI / R&e / L&e 105 Page 58 of 65 QC6-Seismic-VS.SDe 9. Frame results SAP2000 V14.2.S License #26585 27 August 2014 Table 23: Element Forces - Frames, Part 2 of 2 Frame Station OutputCase StepType T M2 M3 in Kip-in Kip-in Kip-in 16 78.379 DC 0.000 0.000 -12582.896 16 156.758 DC 0.000 0.000 -1.258E-10 16 0.000 EQ1 Max 1.173E-18 1.914E-03 10008.772 16 78.379 EQ1 Max 1.173E-18 9.568E-04 5004.386 16 156.758 EQ1 Max 1.173E-18 9.073E-17 1.159E-09 16 0.000 EQ2 Max 1.488E-11 100195.055 1.442E-03 16 78.379 EQ2 Max 1.488E-11 50097.527 7.212E-04 16 156.758 EQ2 Max 1.488E-11 2.302E-09 1.700E-17 16 0.000 PUSH -5.836E-13 -15701.062 0.000 16 78.379 PUSH -5.836E-13 -7850.531 0.000 16 156.758 PUSH -5.836E-13 -5.093E-11 0.000 16 0.000 SELFWEIGHT 0.000 0.000 -10914.767 16 78.379 SELFWEIGHT 0.000 0.000 -2749.952 16 156.758 SELFWEIGHT 0.000 0.000 2.183E-10 16 0.000 DW 0.000 0.000 -1289.832 16 78.379 DW 0.000 0.000 -324.971 16 156.758 DW 0.000 0.000 2.024E-11 16 0.000 HL93 0.000 0.000 0.000 16 78.379 HL93 0.000 0.000 0.000 16 156.758 HL93 0.000 0.000 0.000 16 0.000 P15 0.000 0.000 0.000 16 78.379 P15 0.000 0.000 0.000 16 156.758 P15 0.000 0.000 0.000 17 0.000 DC 0.000 0.000 61023.694 17 32.100 DC 0.000 0.000 56344.137 17 64.200 DC 0.000 0.000 51664.580 17 0.000 EQ1 Max 5.389E-20 8.935E-09 66817.717 17 32.100 EQ1 Max 5.389E-20 1.280E-04 67416.550 17 64.200 EQ1 Max 5.389E-20 2.560E-04 68214.885 17 0.000 EQ2 Max 2.872E-11 0.081 0.028 17 32.100 EQ2 Max 2.872E-11 6989.371 0.015 17 64.200 EQ2 Max 2.872E-11 13978.814 2.350E-03 17 0.000 PUSH -1.455E-11 0.000 0.000 17 32.100 PUSH -1.455E-11 2.573E-05 0.000 17 64.200 PUSH -1.455E-11 5.146E-05 0.000 17 0.000 SELFWEIGHT 0.000 0.000 83830.362 17 32.100 SELFWEIGHT 0.000 0.000 77401.893 17 64.200 SELFWEIGHT 0.000 0.000 70973.424 17 0.000 DW 0.000 0.000 9906.070 17 32.100 DW 0.000 0.000 9146.430 17 64.200 DW 0.000 0.000 8386.790 17 0.000 HL93 0.000 0.000 0.000 17 32.100 HL93 0.000 0.000 0.000 17 64.200 HL93 0.000 0.000 0.000 17 0.000 PI 5 0.000 0.000 0.000 17 32.100 PI 5 0.000 0.000 0.000 17 64.200 P15 0.000 0.000 0.000 18 0.000 DC 0.000 0.000 51664.580 18 59.066 DC 0.000 0.000 43053.846 18 118.133 DC 0.000 0.000 34443.112 18 0.000 EQ1 Max 1.777E-20 2.560E-04 68214.885 18 59.066 EQ1 Max 1.777E-20 2.310E-04 63112.588 18 118.133 EQ1 Max 1.777E-20 4.207E-04 58180.269 18 0.000 EQ2 Max 1.437E-11 13978.816 2.350E-03 TYLI / R&e / L&e 106 Page 59 of 65 QCe-Seismic-VS.SDe 9. Frame results SAP2000 V14.2.S License #26585 27 August 2014 Table 23: Element Forces - Frames, Part 2 of 2 Frame Station OutputCase StepType T M2 M3 in Kip-in Kip-in Kip-in 18 59.066 EQ2 Max 1.437E-11 19310.209 3.173E-04 18 118.133 EQ2 Max 1.437E-11 24766.270 1.737E-03 18 0.000 PUSH -3.638E-12 -2.840E-04 0.000 18 59.066 PUSH -3.638E-12 -2.367E-04 0.000 18 118.133 PUSH -3.638E-12 -1.894E-04 0.000 18 0.000 SELFWEIGHT 0.000 0.000 70973.424 18 59.066 SELFWEIGHT 0.000 0.000 59144.560 18 118.133 SELFWEIGHT 0.000 0.000 47315.696 18 0.000 DW 0.000 0.000 8386.791 18 59.066 DW 0.000 0.000 6988.997 18 118.133 DW 0.000 0.000 5591.203 18 0.000 HL93 0.000 0.000 0.000 18 59.066 HL93 0.000 0.000 0.000 18 118.133 HL93 0.000 0.000 0.000 18 0.000 PI 5 0.000 0.000 0.000 18 59.066 PI 5 0.000 0.000 0.000 18 118.133 PI 5 0.000 0.000 0.000 19 0.000 DC 0.000 0.000 34443.112 19 59.067 DC 0.000 0.000 25832.290 19 118.134 DC 0.000 0.000 17221.468 19 0.000 EQ1 Max 0.000 4.207E-04 58180.269 19 59.067 EQ1 Max 0.000 2.970E-04 45774.211 19 118.134 EQ1 Max 0.000 5.092E-04 33393.241 19 0.000 EQ2 Max 2.374E-13 24766.270 1.737E-03 19 59.067 EQ2 Max 2.374E-13 22140.169 1.357E-04 19 118.134 EQ2 Max 2.374E-13 19669.854 1.515E-03 19 0.000 PUSH 0.000 -1.894E-04 0.000 19 59.067 PUSH 0.000 -1.420E-04 0.000 19 118.134 PUSH 0.000 -9.468E-05 0.000 19 0.000 SELFWEIGHT 0.000 0.000 47315.696 19 59.067 SELFWEIGHT 0.000 0.000 35486.712 19 118.134 SELFWEIGHT 0.000 0.000 23657.728 19 0.000 DW 0.000 0.000 5591.203 19 59.067 DW 0.000 0.000 4193.395 19 118.134 DW 0.000 0.000 2795.587 19 0.000 HL93 0.000 0.000 0.000 19 59.067 HL93 0.000 0.000 0.000 19 118.134 HL93 0.000 0.000 0.000 19 0.000 PI 5 0.000 0.000 0.000 19 59.067 P15 0.000 0.000 0.000 19 118.134 PI 5 0.000 0.000 0.000 20 0.000 DC 0.000 0.000 17221.468 20 59.066 DC 0.000 0.000 8610.734 20 118.133 DC 0.000 0.000 -1.091 E-11 20 0.000 EQ1 Max 0.000 5.092E-04 33393.241 20 59.066 EQ1 Max 0.000 2.546E-04 16696.620 20 118.133 EQ1 Max 0.000 2.897E-18 1.768E-10 20 0.000 EQ2 Max 0.000 19669.854 1.515E-03 20 59.066 EQ2 Max 0.000 9834.927 7.575E-04 20 118.133 EQ2 Max 0.000 1.277E-09 1.092E-18 20 0.000 PUSH 0.000 -9.468E-05 0.000 20 59.066 PUSH 0.000 -4.734E-05 0.000 20 118.133 PUSH 0.000 -2.829E-10 0.000 20 0.000 SELFWEIGHT 0.000 0.000 23657.728 TYLI / R&e / L&e 107 Page 60 of 65 QCe-Seismic-VS.SDe 9. Frame results SAP2000v14.2.5 License #26585 27 August 2014 Table 23: Element Forces - Frames, Part 2 of 2 rame Station OutputCase StepType T M2 M3 in Kip-in Kip-in Kip-in 20 59.066 SELFWEIGHT 0.000 0.000 11828.864 20 118.133 SELFWEIGHT 0.000 0.000 -1.455E-11 20 0.000 DW 0.000 0.000 2795.587 20 59.066 DW 0.000 0.000 1397.794 20 118.133 DW 0.000 0.000 -8.185E-12 20 0.000 HL93 0.000 0.000 0.000 20 59.066 HL93 0.000 0.000 0.000 20 118.133 HL93 0.000 0.000 0.000 20 0.000 PI 5 0.000 0.000 0.000 20 59.066 PI 5 0.000 0.000 0.000 20 118.133 PI 5 0.000 0.000 0.000 21 0.000 DC 0.000 0.000 -67910.276 21 32.100 DC 0.000 0.000 -60982.632 21 64.200 DC 0.000 0.000 -54054.988 21 0.000 EQ1 Max 7.246E-06 6.321 E-08 187595.027 21 32.100 EQ1 Max 7.246E-06 2.193E-04 168015.517 21 64.200 EQ1 Max 7.246E-06 4.385E-04 148440.157 21 0.000 EQ2 Max 14623.665 146.239 1.739E-03 21 32.100 EQ2 Max 14623.665 63383.305 5.695E-03 21 64.200 EQ2 Max 14623.665 126909.104 0.010 21 0.000 PUSH -5526.519 55.264 0.000 21 32.100 PUSH -5526.519 -43166.401 0.000 21 64.200 PUSH -5526.519 -86388.066 0.000 21 0.000 SELFWEIGHT 0.000 0.000 -94053.070 21 32.100 SELFWEIGHT 0.000 0.000 -84445.110 21 64.200 SELFWEIGHT 0.000 0.000 -74837.150 21 0.000 DW 0.000 0.000 -11114.952 21 32.100 DW 0.000 0.000 -9979.513 21 64.200 DW 0.000 0.000 -8844.073 21 0.000 HL93 0.000 0.000 0.000 21 32.100 HL93 0.000 0.000 0.000 21 64.200 HL93 0.000 0.000 0.000 21 0.000 PI 5 0.000 0.000 0.000 21 32.100 PI 5 0.000 0.000 0.000 21 64.200 PI 5 0.000 0.000 0.000 22 0.000 DC 0.000 0.000 -54054.988 22 64.727 DC 0.000 0.000 -40086.009 22 129.454 DC 0.000 0.000 -26117.030 22 0.000 EQ1 Max 7.246E-06 4.385E-04 148440.157 22 64.727 EQ1 Max 7.246E-06 1.115E-03 100149.737 22 129.454 EQ1 Max 7.246E-06 1.840E-03 52197.340 22 0.000 EQ2 Max 14623.665 126909.104 0.010 22 64.727 EQ2 Max 14623.665 257626.297 1.327E-04 22 129.454 EQ2 Max 14623.665 388378.798 0.010 22 0.000 PUSH -5526.519 -86388.065 0.000 22 64.727 PUSH -5526.519 -173540.715 0.000 22 129.454 PUSH -5526.519 -260693.365 0.000 22 0.000 SELFWEIGHT 0.000 0.000 -74837.150 22 64.727 SELFWEIGHT 0.000 0.000 -55463.552 22 129.454 SELFWEIGHT 0.000 0.000 -36089.953 22 0.000 DW 0.000 0.000 -8844.073 22 64.727 DW 0.000 0.000 -6554.559 22 129.454 DW 0.000 0.000 -4265.046 22 0.000 HL93 0.000 0.000 0.000 TYLI / R&e / L&B 108 Page 61 of 65 QCB-Seismic-VS.SD6 9. Frame results SAP2000 V14.2.S License #26585 27 August 2014 Table 23: Element Forces - Frames, Part 2 of 2 Frame Station OutputCase StepType T M2 M3 in Kip-in Kip-in Kip-in 22 64.727 HL93 0.000 0.000 0.000 22 129.454 HL93 0.000 0.000 0.000 22 0.000 P15 0.000 0.000 0.000 22 64.727 P15 0.000 0.000 0.000 22 129.454 PI 5 0.000 0.000 0.000 23 0.000 DC 0.000 0.000 -26117.030 23 64.727 DC 0.000 0.000 -12148.051 23 129.454 DC 0.000 0.000 1820.928 23 0.000 EQ1 Max 7.246E-06 1.840E-03 52197.340 23 64.727 EQ1 Max 7.246E-06 2.091 E-03 12479.638 23 129.454 EQ1 Max 7.246E-06 2.398E-03 63927.344 23 0.000 EQ2 Max 14623.665 388378.798 0.010 23 64.727 EQ2 Max 14623.665 521192.448 5.890E-04 23 129.454 EQ2 Max 14623.665 654043.100 9.078E-03 23 0.000 PUSH -5526.519 -260693.365 0.000 23 64.727 PUSH -5526.519 -347846.015 0.000 23 129.454 PUSH -5526.519 -434998.665 0.000 23 0.000 SELFWEIGHT 0.000 0.000 -36089.953 23 64.727 SELFWEIGHT 0.000 0.000 -16716.355 23 129.454 SELFWEIGHT 0.000 0.000 2657.243 23 0.000 DW 0.000 0.000 -4265.046 23 64.727 DW 0.000 0.000 -1975.532 23 129.454 DW 0.000 0.000 313.981 23 0.000 HL93 0.000 0.000 0.000 23 64.727 HL93 0.000 0.000 0.000 23 129.454 HL93 0.000 0.000 0.000 23 0.000 P15 0.000 0.000 0.000 23 64.727 P15 0.000 0.000 0.000 23 129.454 P15 0.000 0.000 0.000 24 0.000 DC 0.000 0.000 1820.928 24 64.726 DC 0.000 0.000 15789.777 24 129.452 DC 0.000 0.000 29758.627 24 0.000 EQ1 Max 7.246E-06 2.398E-03 63927.344 24 64.726 EQ1 Max 7.246E-06 2.514E-03 123458.343 24 129.452 EQ1 Max 7.246E-06 2.773E-03 183286.769 24 0.000 EQ2 Max 14623.665 654043.100 9.078E-03 24 64.726 EQ2 Max 14623.665 787673.861 7.481 E-04 24 129.452 EQ2 Max 14623.665 921325.660 7.584E-03 24 0.000 PUSH -5526.519 -434998.665 0.000 24 64.726 PUSH -5526.519 -522150.507 0.000 24 129.452 PUSH -5526.519 -609302.349 0.000 24 0.000 SELFWEIGHT 0.000 0.000 2657.243 24 64.726 SELFWEIGHT 0.000 0.000 22030.661 24 129.452 SELFWEIGHT 0.000 0.000 41404.080 24 0.000 DW 0.000 0.000 313.981 24 64.726 DW 0.000 0.000 2603.473 24 129.452 DW 0.000 0.000 4892.966 24 0.000 HL93 0.000 0.000 0.000 24 64.726 HL93 0.000 0.000 0.000 24 129.452 HL93 0.000 0.000 0.000 24 0.000 P15 0.000 0.000 0.000 24 64.726 P15 0.000 0.000 0.000 24 129.452 P15 0.000 0.000 0.000 TYLI / R&e / L&B 109 Page 62 of 65 QCB - Seismic-VS.SDB 10. Material take-off SAP2000 vl 4.2.5 - License #26585 27 August 2014 10. Material take-off This section provides a material take-off. Table 24: Material List 2 - By Section Property Section ObjectType NumPieces TotalLength in TotalWeight Kip Decl< and Girders Frame 16 3450.172 3041.245 Pier Wall-P2 Frame 6 742.759 1169.846 Pier Wall Rigid Linl< - P2 Frame 2 128.400 202.230 11. Design preferences This section provides the design preferences for each type of design, which typically include material reduction factors, framing type, stress ratio limit, deflection limits, and other code specific items. 11.1. Steel design Table 25: Preferences - Steel Design - AISC-LRFD93, Part 1 of 2 FrameType PatLLF SRatioLimit PhlB PhiC PhiT PhiV PhiCA Moment Frame 0.750000 0.950000 0.900000 0.850000 0.900000 0.900000 0.900000 Table 25: Preferences - Steel Design - AISC-LRFD93, Part 2 of 2 Table 25: Preferences - Steel Design - AISC-LRFD93, Part 2 of 2 DLRat SDLAndLLRat LLRat TotalRat NetRat 120.000000 120.000000 360.000000 240.000000 240.000000 11.2. Concrete design Table 26: Preferences - Concrete Design - ACI 318-05/IBC2003, Part 1 of 2 Table 26: Preferences - Concrete Design - ACI 318-05/iBC2003, Part 1 of 2 MinEccen PatLLF UFLimit SeisCat PhiT Yes 0.750000 0.950000 D 0.900000 TYLI / R&e / L&e 110 Page 63 of 65 QCe-Seismic-V5.SDe 12. Design overwrites SAP2000 vl 4.2.5 - License #26585 27 August 2014 Table 26: Preferences - Concrete Design - ACI 318-05/IBC2003, Part 2 of 2 Table 26: Preferences - Concrete Design - ACI 318-05/IBC2003, Part 2 of 2 PhiV Joint PhiCTied PhiCSpiral PhiV PhiVSeismi c 0.650000 0.700000 0.750000 0.600000 0.850000 11.3. Aluminum design Table 27: Preferences - Aluminum Design - AA-ASD 2000 Table 27: Preferences - Aluminum Design - AA-ASD 2000 FrameType SRatioLimit LatFact Use LatFact Moment Frame 1.000000 1.333333 No 11.4. Cold formed design Table 28: Preferences - Cold Formed Design - AISI-ASD96 Table 28: Preferences - Cold Formed Design - AISI-ASD96 FrameType SRatioLim OmegaBS OmegaBU OmegaBL OmegaVS OmegaVN OmegaT OmegaC it S TB S Braced Frame 1.000000 1.670000 1.670000 1.670000 1.670000 1.500000 1.670000 1.800000 12. Design overwrites This section provides the design overwrites for each type of design, which are assigned to individual members of the structure. 12.1. Concrete design Table 29: Overwrites - Concrete Design - ACI 318-05/IBC2003, Part 1 of 2 Table 29: Ovenwrites - Concrete Design - ACI 318-05/IBC2003, Part 1 of 2 Frame DesignSect FrameType RLLF XLMajor XLMinor XKMajor XKMinor 18 Program Determined Program Determined 0.000000 0.000000 0.000000 0.000000 0.000000 19 Program Determined Program Determined 0.000000 0.000000 0.000000 0.000000 0.000000 20 Program Determined Program Determined 0.000000 0.000000 0.000000 0.000000 0.000000 TYLI / R&e / L&e 111 Page 64 of 65 QC6-Seismic-VS.SDB 12. Design overwrites SAP2000 vl 4.2.5 - License #26585 27 August 2014 Table 29: Overwrites - Concrete Design - ACI 318-05/iBC2003, Part 1 of 2 Frame DesignSect FrameType RLLF XLMajor XLMinor XKMajor XKMinor 22 Program Determined Program Determined 0.000000 0.000000 0.000000 0.000000 0.000000 23 Program Determined Program Determined 0.000000 0.000000 0.000000 0.000000 0.000000 24 Program Determined Program Determined 0.000000 0.000000 0.000000 0.000000 0.000000 Table 29: Overwrites - Concrete Design - ACI 318-05/IBC2003, Part 2 of 2 Table 29: Overwrites - Concrete Design - ACI 318-05/IBC2003, Part 2 of 2 Frame CmMajor CmMinor DnsMajor DnsMlnor DsMajor DsMinor 18 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 19 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 20 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 22 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 23 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 24 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 TYLI / R&e / L&B 112 Page 65 of 65 l,¥ Un international Quarry Creek Bridge Dead Load Calculations Calculations By: NW 1/28/2015 Deck Slab Thickness Width Length Volume Weight Weight Along Length ft ft ft CF kip kip/ft 0.85 46 288.5 11335.65 1700.35 5.89375 Girders Qty 4 girders 1 girder Length Volume Weight Weight Along Length in" ft CF kip kip/ft kip/ft 4 1238.4 288.5 2481.10 372.17 5.16 1.29 Area 2 Pier Cap Thickness Depth ft ft ft 5 9 Area 2 Volume Weight Weight Acr Weight Along Length CF kip kip/ft kip/ft 366 1830 275 5.967 0.951473 Pier Cap - Op2 Thickness Depth Width Volume Weight Weight Acr Weight Along Length ft ft ft CF kip kip/ft kip/ft 5 9 44 1980 571.5 12.424 1.980936 Metal Corrugated Deck Quantity Thickness Width Length Volume Weight Weight Along Length ft ft ft CF kip kip/ft 3 0.71 7.833333 288.5 480.23 72.03 0.250 End Diaphragm Thickness Depth ft ft ft 3 7.916667 Area 2 Volume Weight Weight Acr Weight Along Length CF kip kip/ft kip/ft 366 1098 164.7 3.580 0.570884 Intermediate Diaphragms Thickness Width Area Volume Weight Weight Acr Weight Along Length ft ft 0.666667 ft CF kip kip/ft kip/ft 366 244.00 36.600 0.795652 0.126863 Wearing Surface Load Width Length psf ft ft 35 34 288.5 Area ft^ Weight Weight Along Length kip kip/ft 9809 343.32 1.19 Sidewalk - Concrete Barrier Type 26 Area ^2 Pedestrian Weight ft" kip/ft 5.666667 1.7 Load Weight psf kip/ft 75 0.75 Total Dead Load (Distributed) 16.93 kip/ft Total DL 15.682 kip/ft DC 1.950 kip/ft DC* 1.250 kip/ft DW *Doesn't account for weight of deck/girders (seismic model) 113 Project Number: 700963 TYLININTERNATIONAL Project: g)^,-... Job No. 7031 U\ Sheet: 1 of Item: <:gs^^^\^ . \ Designer: jJu:^ Date: "Aa/,^ o Checker: ^ Date: • ' •> • VI. ;i V > . < i.i..7. Grid: 1/10" L U ' ^ • t-l •• •I -Co. flau^^'•w^ J- .-• ^- > ) L» - ^» V c,i.-:|3 114 TYLIIMINTERNATIONAL Project: Qu^,.., c.,,,^ -^.-v^rW Job No. Sheet: 2. of Item: - .^"W v^.c: . Designer: Date: 7c'^:/,'r. Checker: Date: Grid: 1/10" I = 0. c •2- ^'^ c^'.cf p.c< - - - - -1 - .... 1 . . *a_ - /tf C c .A. > 3 oU' I. M - '^ucm > I. M - '^ucm oc tKfi:v<\ Ux* 1 oc tKfi:v<\ Ux* 1 0H15 TYLININI tKNAI lUNAL Project: Oli^^^^ ( Job No. -^o^t^^ Sheet: of Item: •''-.lA-r y)^!.* ••.'rw ' Designer: Date: Checker: Date: Grid: 1/10" k-es^ - W.«3<j by (.^ |/.l«v^ ^ iA,v^ - V k oeX leaeck o^ci^ ;::> 1— 6Akr f^i^ A»4 < SiViC (If t, "^C^ W€ TYLININTERNATIONAL Project; ^ur^,, c,^,'^ ^f^^r>^ Job No. 9oo«^(;,>, Sheet: of J Item: , ..i,. / ,,.... , "-.fl • Designer: Date: Checker: Date: Grid: 1/10" 4[ 5- lo'io;' — - r 4 to. 117 XTRACT Analysis Report Section Name: Loading Name: Analysis Type: Shear Key Mx (Weak) Moment Curvature TY LIN International 1/28/2015 Quarry Creek Bridge Pier Wall Page of _ Section Details: X Centroid: Y Centroid: Section Area: Loading Details: Constant Load - P: Incrementing Loads: Number of Points: Analysis Strategy: Analysis Results: Failing Material: Failure Strain: Curvature at Initial Load: Curvature at First Yield: Ultimate Curvature: Moment at First Yield: Ultimate Moment: Centroid Strain at Yield: Centroid Strain at Ultimate: N.A. at First Yield: N.A. at Ultimate: Energy per Length: Effective Yield Curvature: Effective Yield Moment: Over Strength Factor: EI Effective: Yield EI Effective: Bilinear Harding Slope: Curvature Ductility: 4.92E-I6 in 6.82E-I7 in 6048 in'^2 3047 kips Mxx Only 31 Displacement Control Unconfined I 1.0000 Compression -5.09E-2I 1/in .4599E-3 1/in .1872 1/in 25.7lE+3 kip-in 2.08E-I3 kip-in 1.053E-3 Ten I.409E-3 Comp 2.289 in -7.527E-3 in 174.8 kips 16.71E-6 I/in 933.7 kip-in I. 0000 55.89E+6 kip-in^2 0 kip-in''2 0 % II. 21E+3 loments about the X-Axis - kip-in -CCCC-T 30000 fc 2cr:cr:' 10000' -0.05 0.00 0.05 O.IO 0.15 020 Cun atuf es about the X-Axis - 1/tn * Moment Ciir\ature Relation 118 T.Y. Lin International Abutment Springs (U.S. units) Based on SDC v. 1.7 §7.8 and MID 7-1 Quarry Creek Bridge Abutment Spring Calculations By: NW 1/28/2015 Total L Wbw Ki Kabut ' max Al 288.5 46 7.917 50 kip/in/ft 3310.61 kip/in 1655.30 kip/in/abut 2804.08 kip 0.847 in Temp Rang 35 °F ^thermal 0.55 in ^shortening 0.17 in Agap 0.72 in USE 1.00 in Aeff 1.85 in Keff 1518.18 kip/in Ae 759.09 kip/in/abut 364.17 ft^ 2620.90 kip Eq. 7.8.1-1 Eq. 7.8.1-2 Eff abut wall area Passive PreEq. 7.8.1-3 Axial Load on Pier (Including selfweight) EE I Combo P2 -3786.05 kip P3 -3848.42 kip Axial Load Ratio - Pier Wall P2 P3 P -3786.05 -3848.42 kip Seat Abutment TJ Diaphragm Abutment Figure 7.8.1-2 EfTectlvc Abutmcnr Area Soat Abutmonte Deflection Diaphragm Abutmonto Figure 7.H.1-I Effective .Abutment Stiffness 119 Project Number: 700963 T.Y. Lin International L W Ag P/f'cAg No. bars Bar Size Bar Area Ast/Ag 'e/lg Quarry Creek Bridge Abutment Spring Calculations 3.6 42 3 124.07 -0.06 3.6 ksi 42 ft 3 ft 124.07 ft^ -0.06 88 11 88 11 1.56 0.0077 1.56 in' 0.0077 0.315 0.315 From Figure 5.6.1.1-1 'g,strong 18522 18522 ft^ Transverse "e 5834.43 5834.43 ft^ 'g,weak 94.5 94.5 ft^ Longitudinal le 29.77 29.77 ft^ E 4030.5 4030.5 ksi V 0.2 0.2 G 1679.4 1679.4 ksi H 24.19 27.02 ft |y •^pier.trans-flexL 717834 515070 kip/ft Fix-pin in transverse direction 59820 42923 kip/in k •^pier.trans-shea 1240415 1110489 kip/ft 103368 92541 kip/in •^pier.trans 454698 351866 kip/ft 37892 29322 kip/in •^abut.trans 18946 14661 kip/in Use 1/2 of pier stiffness 0 BO 0.00 0.05 O.IO 0 15 0.20 0.25 0.30 0.35 AX I Al. LOAD RATIO P ^ a) Circular Sections •f O.ao 0 70 O 2 0 BO w 0 50 F 0.40 a 0.20 By: NW 1/28/2015 0.00 0.05 O.tO 0.15 0.20 0.25 0.30 0.35 AXIAI. IXJAI) RATIO P/t\!A^ b) Rectangular Sections KiRurc 5.6.1.1-1 Kffcclive Stiffness of Cracked Reinforced Concrete Sections |7| 120 Project Number: 700963 T.Y. Lin International Quarry Creek Bridge Abutment Spring Calculations By: NW 1/28/2015 •^pier.long 3662 2628 kip/ft Fix-pin in longitudinal direction 305 219 kip/in •^long 2042 2042 kip/in ^super 4885 4885 kip Based on Hand Calcs T 0.495 0.495 s SAP 0.379 0.379 s Displacement Check Max A 0.0980 0.0970 ft 1.18 1.16 in Upper Bd 12 12 in OK OK Axial Load Check P 3786.05 3848.42 kip Upper Bd 6431.72 6431.72 OK OK SAP Input k,, Mong 759.09 kip/in 9473 kip/in Use 1/2 kgbut.trans Per abut 121 Project Number: 700963 T V Utl International Seismic Displacement Summary Pushover Analysis, AL (in) Longitudinal Transverse Pier 2 2.97 0.13 Pier 3 2.97 0.13 Response Spectra Analysis, AL (in) Longitudinal Transverse Pier 2 1.18 3.62 Pier 3 1.16 0.18 Quarry Creek Bridge Seismic Displacement Summary By: NW 1/28/2015 122 Project Number: 700963 WLIW INTERNATIONAL Utility Support Design Waterlines A. Design Criteria Quarry Creek Bridge 1/2015 JH A.l Codes CBC California Building Code Title 24, Part 2, Volume 2 - California Building Standards ACI American Concrete Institute 318-10 BDS Caltrans Bridge Design Specifications and Memorandum AISC American Institute of Steel Construction DIPRA Ductile Iron Pipe Research Association "Design of Ductile Iron Pipe" Appendix A AREMA American Railroad Engineering & IVIaintenance-of-way Association Manual of Engineering ICC-ES International Code Council Evaluation Services ESR - 1546 (Hiiti HDA-TR Stainless Steel Undercut Anchors) ASCE American Society of Civil Engineers: ASCE 7-05 Minimum Design Loads for Buildings and Other Structures A.2 Loading Weight of Pipe (Wp) = 43 Lb/ft DIPRA Weight of Pipe -i- Water (Wpt) = 92 Lb/ft Weight casing (Wc) = Ac 490/144 = 0 Lb/ft Diameter of casing (Dc) = 30 in Thickness of casing (tc) = 0 in Area of casing (Ac) - n(dc'^2 - (dc-tc)'^2)/4 = 0 in2 Weight of brackets and hardware (Wb) = 10 Lb/ft Total Dead load (d) Wp +Wc + Wb = 53 Lb/ft Water weight (Ww) = Q V yw 49 Lb/ft A = 7rD'^2/4 0.785 ft'^2 D = 1 ft yw = 62.4 Ib/ft3 Uve load = 20 psf * 2.5 ft = 50 Lb/ft CBC Table 16-C Earthquake (E) Fp = 1.6 Sds Ip d = 84.8 Lb/ft ASCE 13.3-2 163.2 Lb/ft Sds = 2/3 Sms = 1.0 ASCE 11.4-1 Sms = Fa Ss = 1.5 ASCE 11.4-1 Fa-1.0 ASCE Table 11.4-1 Ss = 1.5 ASCE Table 22-3 lp = 1.0 ASCE 11.4-1 Thrust force (Qt) - qwp A A /Lc = 1.92 kip qwp = 150 psi w/o water water included 123 TYLININTERNATIONAL Quarry Creek Bridge Lc= 52.9 in A = 6 in per EBAIRON Catalog 1/2015 JH A.3 Allowable Stress Structural Steel Fy = 50 ksi fa = 0.6Fy/2= 30 ksi Ductile Iron Pipe Fy = 72 ksi fa = 0.6 Fy = 43.2 ksi Compact sections DIPRA Concrete f c = 5000 psi Deck panel fc = 0.4f'c/2= 2000 psi BDS Article 8.15.2.1 Bolts - ASTM A325 Na'= 19.4 k Na' (seismic) = 25.9 Lb Table C-1 AISC Table C-1 AISC Va": Va' (seismic) 7.51 k 10.0 k Table C-3 AISC Table C-3 AISC * Assumes no reduction for edge- distance or spacing B. Longitudinal Restraint Vertical Load Pipe and water (Wt) = qt L contrib + Qft = 910 Ib Qft = 450 Ib L contrib = 5 ft Earthquake Et = qe L+1.6Qft= 1.536 k EL = qe'Let + 1.6 Qft = 11.3 k Let = 125 ft 1/2 total - EBA Catalog Transverse PROFILE GRAPE WSCALE 6" ALONG " 3F OF DECK '-•-rr *but 1 2V = 60.00' — —1 £^3 PIER 2 Abut 4 1 1 8+00 1 9+00 —1—f — 10+00 —) 1 1 11+00 124 TYLININTERNATIONAL Quarry Creek Bridge 1/2015 JH e = 4.5 ft Case 1 D + 0.7 E Transverse Vt = 0.7Et + Qt = 3.0 k Mt = Ve = 13.5 k-ft Longitudinal VI = 0.7EI = 7.9 k MI = Ve = 35.7 k-ft Axial P = Wt = 0.91 k NL = (MLrx)/lx = 6.48 k NT = (MX ry/ly) = 2.53 k NA = P/n = 0.15 k Total Transverse (Qbt) = NT + NA = 2.68 k Total Longitudinal (Qbl) = NL + NA = 6.63 k Total 45 degrees (Q45) = (NL+NT)/sqrt2 + NA = 6.52 k VT = Vt/n = 0.50 k VL = Vl/n = 1.32 V45 = (VT + VL)/sqrt 2 = 1.29 k Interaction Q/Na + V/Va = 0.51 <1 n = 6 Ix = ^n y'^2 = 726 in2 Iy = In x'^2 = 1024 in2 rx = 11 ry = 16 nx = 6 ny = 4 • 0 A3S WITH WASHER controls OK associated shear t LON( 125 TYLININTERNATIONAL Quarry Creek Bridge Sewer A.l Loading Weight of Pipe (Wp) = 43 Lb/ft Weight of Pipe (Wp) = 19 Lb/ft Length of PVC (Lpvc) = 210 ft Length of DIP (Ldip) = 40 ft Ave Weight - (Wp Lpvc + Wp Ldip)/ L = 23 Lb/ft Weight of Pipe + Water (Wpt) = 92 Lb/ft Weight casing (Wc) = Ac 490/144 = 95 Lb/ft Diameter of casing (Dc) = 24 in Thickness of casing (tc) = 0.375 in Area of casing (Ac) = n(dc'^2 - (dc-2tc)'^2)/4 = 28 in2 4/2015 JH DIPRA PVC For longitudinal force demands Weight of brackets and hardware (Wb) 10 Lb/ft Total Dead load (d) = Wp +Wc + Wb = 128 Lb/ft Total Load = Wp + Wc + Wb + Ww = 177 Lb/ft Water weight (Ww) = Q V yw = 49 Lb/ft A = 7tD'^2/4 0.785 ft'^2 D= 1 ft yw = 62.4 Ib/ft3 Longitudinal EQ force demands Assumes DIP Earthquake (E) Fp = 1.6 Sds Ip d Sds = 2/3 Sms : Sms = Fa Ss : Fa = Ss Ip 204.6 Lb/ft 283.0 Lb/ft 1.0 1.5 1.0 1.5 1.0 ASCE 13.3-2 ASCE 11.4-1 ASCE 11.4-1 ASCE Table 11.4-1 ASCE Table 22-3 ASCE 11.4-1 w/o water water included Thrust force (Qt) = qwp A A /Lc = 0.00 kip qwp = 0 psi Lc= 52.9 in A = 6 in per EBAIRON Catalog A.2 Allowable Stress Structural Steel Fy = 50 ksi Fa = 0.66 Fy = 33 ksi Fa(eq) = 4/3 Fa = 44 ksi Fy = 46 ksi Fa = 0.66 Fy = 30 ksi Fa(eq) = 4/3 Fa = 40 ksi Ductile Iron Pipe Fy = 72 ksi fa = 0.6Fy= 43.2 ksi Rolled Sections and Plates HS DIPRA 126 TYLININTERNATIONAL Quarry Creek Bridge Concrete f'c,d = 5000 psi f'c,g = 9000 psi fc = 0.4 fc / 2 = 2000 psi fca(eq) = 4/3 fc = 2667 psi Deck panel Girder Flange BDS Article 8.15.2.1 4/2015 JH Bolts - ASTM A325 Size (dia) inches Na' Na'(eq) Va' Va'(eq) 5/8 13.5 18.0 6.4 8.5 3/4 19.4 25.9 9.3 12.4 7/8 26.5 35.3 12.6 16.8 1 34.6 46.1 16.5 22.0 11/8 43.7 58.3 20.9 27.9 11/4 54 72.0 25.8 34.4 Pipe Roll Na = 1.8 k 2 Pipe roll Layout D + W = 177 Lb/ft Bracket Spacing (Sb) = 10 ft Q=(D + W)Sb= 1.8 k Per Anvil Catalog Fig. 181 OK 3 Pipe Bracing Ra = E = 1.6 Sds Ip (D +W)/1.4 = 3.1 k 2.0 k Per Anvil Catalog Fig. 177 (60 to 74 deg. Horizontal load per brace « L. tOJUSTABLL SrtLL YOKE •IPE ROLL ASSEMBLY »T 10' 0" MAXIMUM SPACING <NVIL FIG. 181 OR EQUAL NPS 1% SWAY BRACE, lO'-O" Max SPACING THREADED SWIVEL SWAY BRACE FITTING ANVIL FIG. 1 12 OR B. Longitudinal Restraint Vertical Load 127 TYLININTERNATIONAL Quarry Creek Bridge 4/2015 JH Pipe and water (Wt) = qt L contrib + Qft = 910 Ib Qft = 450 Ib L contrib = 5 ft Earthquake Et = qe L +1.6Qft= 2.1k EL = qe'Let + 1.6 Qft = 51.9 k Let = 250 ft EL(ASD) = EL/1.4 = 37.1 k 1/2 total - EBA Catalog Transverse Resistance is provided at restraint near South Abutment PROFILE GRADE ?Be'-6 10+OC ELEVATION ••'20 • TS Forces (1) El b/c = E(Lab Lbc'^2/2 + Lbc'^3/3) = 6131.4 (2)Elb/c = Rb(Lbc'^3/3) = 5339.3 Lab = 3.5 ft Lbc = 6.5 ft Rb = 58.3 k (l)-(2) = 792.1 Longitudinal Mb = E Lab = 129.7 kft Mc = Rb Lab - E (Lab + Lbc) = 8.6 kft Fb = Mb/S = 28.7 ksi S = 54.2 in3 Transverse Mb = 7.5 kft Fb = Mb/S = 1.7 ksi Axial Fa = N/A = 0.1 ksi A = 14.1 in2 Combined Stress = 30.4 ksi Allowable = 40.5 ksi 128 TS 10x10x3/8 OK TYLININTERNATIONAL Quarry Creek Bridge 4/2015 JH srAr-iN-Pucc p«c»Si coticHErt 5 .WSI- —^ .SIRLSSID •IDl fL*M:fc DEB r ( 6 xs-»H" 1" THICK BtSE Pl tTf / • StE DETAIL B" MC10x28.5 P = Rb/2 M = P L/4 L fb = M/S S Allowable Connection Forces Top (C) Longitudinal Axial VI = Rb - E = MI = Ve = Transverse Vt = Mt = P = Wt = NL = (MLrx)/lx = NT = (MX ry/ly) = NA = P/n = Total Load (Qbl) = NL + NT + NA = '/<• THICK "UTE WCKSI-PRfSTRFS^FI) C» BlOt TLANGE 29.2 k 73.6 kft 10.1 ft 34.9 ksi 25.3 in3 44.0 ksi 21.3 k 8.6 k-ft 0.9 k 0.4 kft 0.91 k 3.97 k 0.16 k 0.23 k 4.36 k 2 Braces per support set •DETAIL 1" —. (E^^,- —^ LONGITUDINAL RESTR DETAIL ILS NO. r SHFET ^^>> I" THICK BASE PLATE BOTTOM or C 1' COMNEC'0» t P:PE controls OK VT = vt/n = VL = Vl/n = 0.22 k 5.32 129 TYLININTERNAriONAl Quarry Creek Bridge Total Shear (Vb) = VL-hVT: 5.54 k Interaction Q/Na + V/Va = 0.35 < 1 n = 4 lx = 5;ny'^2= 169 in2 ly = ^nx'^2= 169 in2 rx = 6.5 in ry = 6.5 in nx = 4 ny = 4 Bottom of Girder Connection Shear/bolt (Vb) = Rb/4 = 14.6 k Va = 22.0 k Breakout Strength Vdemand = Rb/2 = 29.2 k (J)Rn = 0.75 (j) Vcbg = 39.5 k Ra = 4) Rn/1.4 = 28.2 k 4)= 0.65 Vcbg = 2 Anc/Anco iJiec^V 4jed,V i|jc,V iljh,V Vb 81.0 k v|/ec,V = 1 v(/ed,V = 1 v|/c,V = 1 v|/h,V = (1.5Cal/ha)'^.5= 0.93 ha = 9 in Vb = 8 (le/da)'^0.2 Vda Vf'c Cal'^l.S = 12.4 k le = 7.5 in da = 0.75 in Cal= 5.2 in fc = 9,000 ksi Acv = 9 (3 Cal-H 32) = 428 in2 Acvo = 4.5 (Cal)'^2 = 122 in2 4/2015 JH associated shear 1" 4) bolt OK. 1" Bolt Seismic OK 130