When running the STAAD, the result shows everything is right,. Structure is stable, no warning. Displacements are limited. BUT, I get some funny numbers for rotational displacement e.g. 533 degree & sometimes more. I checked releases. I believe they…

Hello everyone, I'm new to structural analysis and design using STAAD Pro. I've been using staad for last 6 months or so. So much to learn eh! I'm somewhat okay with concrete but know nothing about steel, I mean in staad. I'm trying to analyse and…

Hai friends Please help us to solve problem with STAAD section informations. Staad developers kindly advice us. All query mentioned in the attached word file Thanks for ur support in advance Regards Bagmass

Hi, I'm modeling a structure that consists of a series of concrete columns spreaded on the perimeter of a rectangular shape building, and attached to a channel concrete caps that running on top of perimeter columns, then the channel beam is connected…

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…

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 know when I input seismic UBC/IBC seismic loads I should type Perform Analysis and Change after each load case. The problem is, I am using National Building Code of Canada to generate seismic loads in my model and STAAD Pro still gives me the warning…

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…

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…