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From the REINFORCEMENT DATA select COLUMN. Apology for the mistake.
Thanks, Sir. Your tutorials are so simple and easy to understand. God bless you!
Thanks for your valuable comment.
Thanks
Welcome
Sir how to design column of flat slab in etab?
Sorry I do not play with flat plate slabs. Because it requires a lot of thickness, which is not accepted by our clients in most of the cases.But if you need to design a Flat slab, you can try with CSI SAFE. Not in ETABS. Thanks.
Means in seismic what is chk for joint capacity?
Go to Display design info for concrete frame design. There you will get the option. Thanks.
REINFORCEMENT DATA? BY DEFAULT IT SELECTS BEAM
Right you are. Somehow I missed it. Thanks.
From the REINFORCEMENT DATA select COLUMN. Apology for the mistake.
Thanks, Sir. Your tutorials are so simple and easy to understand. God bless you!
Thanks for your valuable comment.
Thanks
Welcome
Sir how to design column of flat slab in etab?
Sorry I do not play with flat plate slabs. Because it requires a lot of thickness, which is not accepted by our clients in most of the cases.
But if you need to design a Flat slab, you can try with CSI SAFE. Not in ETABS. Thanks.
Means in seismic what is chk for joint capacity?
Go to Display design info for concrete frame design. There you will get the option. Thanks.
REINFORCEMENT DATA? BY DEFAULT IT SELECTS BEAM
Right you are. Somehow I missed it. Thanks.