secondary beam end forces

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  • Software licensed to Microsoft

    Job Title

    Client

    Job No Sheet No Rev

    Part

    Ref

    By Date Chd

    File Date/Time

    1

    24-Apr-15

    27-Apr-2015 16:25CWPH Pump beam.std

    Print Time/Date: 27/04/2015 17:51 Print Run 1 of 1STAAD.Pro V8i (SELECTseries 3) 20.07.08.22

    Beam End ForcesSign convention is as the action of the joint on the beam.

    Axial Shear Torsion BendingBeam Node L/C Fx

    (kN)Fy

    (kN)Fz

    (kN)Mx

    (kNm)My

    (kNm)Mz

    (kNm)9 3 3:COMBINATION LOAD CASE 3 58.443 1.02 E +3 -149.463 286.688 350.437 1.29 E +3

    7 3:COMBINATION LOAD CASE 3-58.443 184.795 149.463 334.312 337.094 632.83210 4 3:COMBINATION LOAD CASE 3 58.443 1.02 E +3 149.463 -286.688 -350.437 1.29 E +3

    8 3:COMBINATION LOAD CASE 3-58.443 184.795 -149.463 -334.312 -337.094 632.831