secondary beam end forces
DESCRIPTION
dataTRANSCRIPT
-
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