Hello Team, I am working on a design where the platform is connected to vertical pressure vessel, and framing members are cantilevers. Assigning CAN 1 and DFF 300 parameters to the whole structure -- I want to understand how these parameters are used…

I am working on a platform structure, Which is located on the vessel the height from base is approximately 2.5m I have assigned the seismic forces using the seismic definition option from staad but the forces are not getting assigned correctly, If I visualize…

I have recently Installed Staad Pro and I am not able to view the report Tab see below snip, How I can turn it on? I am using STAAD.Pro 2023 - Version 23.00.01.25

Hello, I have assigned the parameter for LY LZ to the beams see below Image, this beam has node to node distance of 100mm as this is a stiffening beam for plate elements. Now I want to verify the bending behavior is happening correctly on the basis of…

I have mention envelope (serviceability) as load list in parameter design, but the result in UC Tables only show 1 Load Combination. Anyone have problem like me?

My question is when i perform analysis it will show 0 error and 0 warning but when i go to post processing mode it will show warning msg this work flow required analysis result. I didn't get why its happen 5773.COMMUNITY HALL RE 3.std . Here i attached…