Moving load case midas civil8/30/2023 ![]() Load case seems reasonable because combined loads may affect the links differently from when loads are applied separately and then summed.To run a steel LRFD check, should I factor and combine load patterns by using a load case, or a by using a load combination? The system is subjected to static loading. ![]() How should I define load combinations for several nonlinear load cases?Įxtended Question: I have a 3D SAP2000 model with nonlinear gap and hook links located at restraint supports. How is loading applied at an angle relative to principal axes?Īnswer: To apply loading along a user-defined orientation, use statics to resolve X and Y force components, then combine these contributions within a load combination.Īs an alternative, the model may be rotated such that the direction of interest aligns with an orthogonal axis. I would like to apply an auto seismic load both parallel and perpendicular to this orientation. ![]() How is loading applied in an arbitrary direction?Įxtended Question: I am working on a building which has a wing non-orthogonal to X and Y. ![]()
0 Comments
Leave a Reply.AuthorWrite something about yourself. No need to be fancy, just an overview. ArchivesCategories |