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I have a SS beam (Solid C3D8R), I did frequency analysis and obtained each mode. Then I tried to replace the boundary condition with Spring elements (connected to Ground) to replicate the same...
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When I define the mass of a rigid body to the RP using Interaction < Special
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Hi all, Is there anyway to carry out POA (nonlinear static analysis) in SAP2000 for shell elements? I know the procedure for frame elements but what about for case of shell elements such as slab...
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