PEB warehouse structures Please, solve We have been trying to build a PEB staad.pro model of a warehouse for the past several days. We have set up all the IS standards of property and loading settings we know. However, the economic conclusion…

warehouse.zip wind calculation also in that folder.... try to fix this probem guys

I recently tried the feature of generating the properties of a built-up section by using the "Tools / Create user table / Add new property" then checking the "Define Profile Polygon" and inputting the perimeter points. I was able to generate the cross…

As per Indian - SP6(1), the column capacity ( SAFE CONCENTRIC LOADS ) of ISHB 350 for effective length of 4m = 1047.14KN What is wrong with my coding ? Please help. The Column found to be safe even with 10000 KN Dany STAAD PLANE INPUT WIDTH…

Section 5.20.3 states that "f 1 (Depth of section at start node) should always be greater than f 3 (Depth of section at end node)." In the model I am working in, it makes more sense for me to define my members from left to right which results in some…

I have a number of beam in my model and when i run a unity check some fail by different "clauses" Below are all the list clauses that i am coming up with. clause h1/2 clause h3 clause g clause e2 Does anyone know where i can find a definition…

Let me first say I am no Staad expert...but I'm trying to learn. I have a wind frame that is concrete up to a certain height and steel up the roof. Is it possible to model this and analyze the combined frame all at once in Staad? If so could you please…