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.
Жүктеу.....
Пікірлер: 7
@shareqinamdar8903 Жыл бұрын
Very good series on explaining the ETABS results. Kindly continue and explain for other structural elements as well
@hcStructuralDesignsАй бұрын
please explain the same for ordinary
@radheshah336316 күн бұрын
How ast 0.822 is calculated in etabs? Time Frame 22.23 min
@binayaksamanta863 Жыл бұрын
Upload more advance topic related videos on Etabs. Thank you
@shaileshbisht2758 Жыл бұрын
Is there any course for high rise building sir
@nitinsingh3551 Жыл бұрын
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
Жыл бұрын
choose your frame to be "non sway" then compare the results.
Пікірлер: 7
Very good series on explaining the ETABS results. Kindly continue and explain for other structural elements as well
please explain the same for ordinary
How ast 0.822 is calculated in etabs? Time Frame 22.23 min
Upload more advance topic related videos on Etabs. Thank you
Is there any course for high rise building sir
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
Жыл бұрын
choose your frame to be "non sway" then compare the results.