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Understanding Shear Design Results of Columns in ETABS (IS 456:2000 + IS 13920:2016) 

InquisitiveEngineer
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This is the second part of our lecture series on Understanding ETABS Design Results.

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23 сен 2024

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Комментарии : 7   
@shareqinamdar8903
@shareqinamdar8903 2 года назад
Very good series on explaining the ETABS results. Kindly continue and explain for other structural elements as well
@radheshah3363
@radheshah3363 2 месяца назад
How ast 0.822 is calculated in etabs? Time Frame 22.23 min
@hcStructuralDesigns
@hcStructuralDesigns 3 месяца назад
please explain the same for ordinary
@binayaksamanta863
@binayaksamanta863 2 года назад
Upload more advance topic related videos on Etabs. Thank you
@shaileshbisht2758
@shaileshbisht2758 Год назад
Is there any course for high rise building sir
@nitinsingh3551
@nitinsingh3551 2 года назад
Reinforcement in columns is quite high in Etabs but for the same building and loading condition Staad pro showing Quite less. I think some problem may exist can you please check. Please Share your email id.
@islahuddin2249
@islahuddin2249 2 года назад
choose your frame to be "non sway" then compare the results.
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