Reducing Seicmic Over-turning moment by 25% for deign of foundation
Reducing Seicmic Over-turning moment by 25% for deign of foundation
(OP)
Hi,
Has anyone used Section 12.13.4 of ASCE for designing foundation with reduction for foundation overturning? I am designing foundation for overturning with combination 0.6D+0.7E with a factor of safety equal to 1.0. I would like to make use of provision 12.13.4 for the design. Any suggestions? I am using ELF Method for seismic analysis.
Can also the shear be reduced by 25%?
Thanks
Has anyone used Section 12.13.4 of ASCE for designing foundation with reduction for foundation overturning? I am designing foundation for overturning with combination 0.6D+0.7E with a factor of safety equal to 1.0. I would like to make use of provision 12.13.4 for the design. Any suggestions? I am using ELF Method for seismic analysis.
Can also the shear be reduced by 25%?
Thanks






RE: Reducing Seicmic Over-turning moment by 25% for deign of foundation
Taken from another source, but essentially yes you can use the reduction as long as the appropriate load combination is utilized is my understanding.
RE: Reducing Seicmic Over-turning moment by 25% for deign of foundation
RE: Reducing Seicmic Over-turning moment by 25% for deign of foundation