Shear wall on two caissons Vs. on Strip footting
Shear wall on two caissons Vs. on Strip footting
(OP)
We are desinging shear wall that will be supported on two caissons at the ends. My question is : how different this wall is from the one supported on a strip footing in terms of detailing steel bars?
Thanks for the help
Thanks for the help






RE: Shear wall on two caissons Vs. on Strip footting
RE: Shear wall on two caissons Vs. on Strip footting
RE: Shear wall on two caissons Vs. on Strip footting
RE: Shear wall on two caissons Vs. on Strip footting
Dik
RE: Shear wall on two caissons Vs. on Strip footting
RE: Shear wall on two caissons Vs. on Strip footting
This is one of a number of walls we have in a 6-storey building located in a high seismic region. One wall is about 10m long and has about 65000 kN.m moment at its base. We have designed the wall so that all the bars, concentrated and distributed, to contribute in the resisting strength.
RE: Shear wall on two caissons Vs. on Strip footting
Dik