12/1/2023 0 Comments Staad pro new version![]() Modeling with membrane/floor loads means that all the loads are directly transferred to the beam and the slab doesn’t have out of plane bending stiffness.īut plate or shell have out of plane bending stiffness then distributes the load accordingly to the stiffness of the supporting beam. ![]() Let me try my best to explain the difference why we have conflicting moments. It’s the same with Etabs, If you model with thin shell and membrane you’d get different moments. Then you’d have to understand thin shell theory. Collaborate and deliver safe and cost- effective designs. ![]() Quickly solve the most complex design and analysis problems. ![]() I am seeing very significant difference in the beam moments and I can't explain why. 3D structural analysis and design software. Have you noticed any difference in the results between using the floor load and applying plate loads to plates (slab)? Please, check. Do you model structures with plates in it? I.e, you model the slab in staad.
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