Design for out-of-plane forces
Design for out-of-plane forces
(OP)
Is the force Fp=.4*SDS*I*Wt for out of plane used to design the foundation as well, or is it only for the design of the wall and anchorage.
Thank You
JO
Thank You
JO






RE: Design for out-of-plane forces
The greatest trick that bond stress ever pulled was convincing the world it didn't exist.
RE: Design for out-of-plane forces
DaveAtkins
RE: Design for out-of-plane forces
RE: Design for out-of-plane forces
RE: Design for out-of-plane forces
DaveAtkins
RE: Design for out-of-plane forces
In my case I have a higher contribution from .4*SDS*I*W and almost by double. My question came from that, that great overturning makes my foundation size be much bigger.
JO
RE: Design for out-of-plane forces
JO
RE: Design for out-of-plane forces