Truck load in risa 3d12/28/2022 ![]() Although the torsion in my model is negligible so it most likely will not be the governing case I just want to make sure that it is accounted for before going back to the bldg. Axial unfactored 2Dead load 42.5 kN/m 4.5 6 m2 1148 kN Axial unfactored Live load 35 kN/m2 4.5 6 m2 945 kN Total Sevice Axial load 1148 + 945 kN 2093 kN Ultimate axial load 1.2 1148 + 1. kN Column type (4): Axial unfactored Dead load 42. I know under the details section it mentions H1-1a but according to the steel manual (13th ed) this equation doesn't account for torsion. ![]() I assume that torsion is taken into account but cannot figure out what analysis is used, and whether or not this factors into the unity or shear check for the design results.Īnd along those same lines is there anywhere where RISA mentions what equations are being used for different scenarios. I'd like to know what equations are used to analyze a torsional effect acting on steel members. I've tried to find this somewhere in the help files but couldn't so here it goes. I have a question concerning Torsional Analysis in RISA. I'm new to the forums, but have had the chance to use RISA a bit.
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