TABLE: Element Forces - FramesFrame Station OutputCase CaseType P V2 V3 T M2Text m Text Text KN KN KN KN-m KN-m

1 0 1.2D + 1.6L Combination 0 -510.24 0 0 01 0.47 1.2D + 1.6L Combination 0 -460.176 0 0 01 0.94 1.2D + 1.6L Combination 0 -410.112 0 0 01 1.41 1.2D + 1.6L Combination 0 -360.048 0 0 01 1.88 1.2D + 1.6L Combination 0 -309.984 0 0 01 2.35 1.2D + 1.6L Combination 0 -259.92 0 0 01 2.82 1.2D + 1.6L Combination 0 -209.856 0 0 01 3.29 1.2D + 1.6L Combination 0 -159.792 0 0 01 3.76 1.2D + 1.6L Combination 0 -109.728 0 0 01 4.23 1.2D + 1.6L Combination 0 -59.664 0 0 01 4.7 1.2D + 1.6L Combination 0 -9.6 0 0 01 4.7 1.2D + 1.6L Combination 0 9.6 0 0 01 5.17 1.2D + 1.6L Combination 0 59.664 0 0 01 5.64 1.2D + 1.6L Combination 0 109.728 0 0 01 6.11 1.2D + 1.6L Combination 0 159.792 0 0 01 6.58 1.2D + 1.6L Combination 0 209.856 0 0 01 7.05 1.2D + 1.6L Combination 0 259.92 0 0 01 7.52 1.2D + 1.6L Combination 0 309.984 0 0 01 7.99 1.2D + 1.6L Combination 0 360.048 0 0 01 8.46 1.2D + 1.6L Combination 0 410.112 0 0 01 8.93 1.2D + 1.6L Combination 0 460.176 0 0 01 9.4 1.2D + 1.6L Combination 0 510.24 0 0 0

GESER MAX = 510.24 M MAX =

M3 FrameElem ElemStationKN-m Text m

9.095E-14 1-1 0228.0477 1-1 0.47432.5653 1-1 0.94613.5528 1-1 1.41771.0102 1-1 1.88904.9376 1-1 2.35

1015.3349 1-1 2.821102.2022 1-1 3.291165.5394 1-1 3.761205.3465 1-1 4.231221.6235 1-1 4.71221.6235 1-1 4.71205.3465 1-1 5.171165.5394 1-1 5.641102.2022 1-1 6.111015.3349 1-1 6.58

904.9376 1-1 7.05771.0102 1-1 7.52613.5528 1-1 7.99432.5653 1-1 8.46228.0477 1-1 8.93

2.595E-13 1-1 9.41221.6235

TABLE: Program ControlProgramName Version ProgLevel LicenseNum LicenseOS LicenseSC LicenseBR LicenseHT

Text Text Text Text Text Text Text TextSAP2000 14.2.2 Advanced Yes Yes Yes No

CurrUnits SteelCode ConcCode AlumCode ColdCode BridgeCodeText Text Text Text Text Text

KN, m, C AISC-LRFD93 ACI 318-05/IBC2003 AA-ASD 2000 AISI-ASD96 AASHTO LRFD 2007

RegenHinge BSchedGUIDText Text

Yes