0.6D + 0.7E
0.6D + 0.7E
(OP)
Lets say that an analysis of a frame gives you an uplift force at the base of a column for the load combination of 0.6D + 0.7E. Now to size the footing are you required to multiply the weight of the footing and any soil above it by 0.6 to calculate the uplift resistance?






RE: 0.6D + 0.7E
RE: 0.6D + 0.7E
RE: 0.6D + 0.7E
RE: 0.6D + 0.7E
Here are some other forums discussing this:
thread726-119113: IBC 2003: 0.6D vs. 150% factor of safety for stability
thread176-67397: Load Combinations and Factors of Safety
thread507-183966: Footing overturning calculations
RE: 0.6D + 0.7E
RE: 0.6D + 0.7E
RE: 0.6D + 0.7E
RE: 0.6D + 0.7E
RE: 0.6D + 0.7E