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

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

[@shareqinamdar8903]

Very good series on explaining the ETABS results. Kindly continue and explain for other structural elements as well

[@hcStructuralDesigns]

please explain the same for ordinary

[@radheshah3363]

How ast 0.822 is calculated in etabs? Time Frame 22.23 min

[@binayaksamanta863]

Upload more advance topic related videos on Etabs. Thank you

[@shaileshbisht2758]

Is there any course for high rise building sir

[@nitinsingh3551]

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]

choose your frame to be "non sway" then compare the results.