Shear Wall Design, Pier Shear Exceed!
Shear Wall Design, Pier Shear Exceed!
(OP)
I am doing Shear wall design using ETABS for erathquake analysis model. In one of the floors I received a error said that the "Pier Shear Exceed the maximum allowed" How should I eliminate the problem?
How can I define horizental reinforcment for the hsear wall when I am doing general reinforcing pier sections!?
How can I define horizental reinforcment for the hsear wall when I am doing general reinforcing pier sections!?





RE: Shear Wall Design, Pier Shear Exceed!
Sometimes having a large moment will also cause shear problems, ie, the wall pier can be in tension due to moment and not have enough gravity load to counter it.
RE: Shear Wall Design, Pier Shear Exceed!