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Please clarify according to AISC 9th edition, how to calculate UNT and UNB for beams.
Please clarify that the Staad V8i is have the facility to do the steel design using IS 800:2007 code?...
does Staad has the capability of Torsional check of steel members subjected to Torsion??
You would likely be better served posting technical, STAAD-related inquiries in this community's forum -- select the Forum tab and then click on the "New Post" to create a new thread.
IF STRUCTURE FAILS WHAT IS THE PROCEDURE TO MAKE IT PASS IN STAAD PRO
I done one simple model in staad pro **WARNING** DESIGN NOT PERFORMED FOR THIS CROSS-SECTION TYPE ...
help me.. what i will do?