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Dear How r u designing the shearwall in shear? If shearwall is failing in shear then you can do following things as told by Mr. Umar 1- Try to increase the length of shearwall. The thickness increase will not matter too much. But if you can increase length that will be helpful to design shearwall in shear. 2- Try to increase the shear reinforcement in shearwall. 3- Try to increase fc' 4- Try to add some more shearwalls to reduce the total shear demand by structure. I think by these points of these four points you will be able to solve the issue because everything depends upon the shear force in shear wall. You also need to provide confinement in the confined zones as well for flexural reinforcement. Thanks Muneeb

Muneeb, this is automatic feature. As you keep on posting more posts, it will automatically be removed.

Very Well Explained by Wasim, very nice approach towards PBD

I would also like thank our most proactive users; and ofcourse the admin Sir Umar and very much respected senior Sir Baz waqar saleem baz EngrUzair Ayesha Waqas Haider abdul qadeer 06 asadishaq M.Naeem jammer3425 haro0n Nustian371 I would also like to thank our experienced user in high-rise; Muneeb Badr And finally I would like to thank EngUzair as his replies are always detailed that show his dedication and efforts for SePakistan