Ignore or Consider Torsion in ETABS #shorts

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Ignore or Consider Torsion in ETABS #shorts

Tags:
Torsion
Beam
ETABS
CSI

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Комментарии
Автор

I dont understand when i should do this and when i should not can u please explain. I have this in my graduation project and the beams sizes are just absurd because of the torsion load, please explain in details if possible it would really help me a lot, or if you could refer me to the source of info thx.

aceofspades
Автор

Which version of etabs you are using sir?

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