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Posted: Wed Jul 17, 2019 11:36 am Post subject: Boundary Element Design as per IS 13920 2016
This is my first time to post in sefindia. I learn so many thinks from this platform.
I am Confusion with result of boundary element Design in etabs Model and manual design of boundary element as par IS Code 13920 2016
Etabs give Boundary Element size by this equation
Pleft = p/2+Mu/(Lw-0.5*B1left0.5*B1right)
(Pright = p/2-Mu/(Lw-0.5*B1left0.5*B1right)
and reinforcement is near about 3.5 % to 4% in Boundary element.
But When I design as per IS Code 13920 2016 Annex-A, Boundary Element size is very less as compare to etabs result.
I think Etabs does not use equation given in IS Code 13920 2016 Annex-A for boundary element design...
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