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shivani soman
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what is the reason of getting unsymmetrical negative moments in raft footing modeled with plate elements even if loads acting are symmetrical in nature
shivani soman
what is the reason of getting unsymmetrical negative moments in raft footing modeled with plate elements even if loads acting are symmetrical in nature for load case 1.5(DL+LL) please refer to the staad drawing in attachment. test 1.std looking forward…
over 5 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
RE: density not provided.Self weight command ignored
AndrejLogunov
Hi Shivani Soman, Please assign material to the structure, save and analyze.
over 6 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Double channel section Column design by is 800 2007LSD.
shivani soman
How to design a steel column with section property as double channel front to front by using is 800 2007 LSD. Staad is designing for is800 but not for is800 2007 LSD. PLEASE HELP
over 6 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum