Overturning Moment Factor of Safety
Overturning Moment Factor of Safety
(OP)
The good old UBC use to allow us to design shear walls using 2/3 dead load of the wall for calculating overturning moment. Now it seems the new 2006 IBC doesn't specifically specify this anywhere that I can see. So does that mean I'm back to the basic load combination .6D + W ? Thanks






RE: Overturning Moment Factor of Safety
RE: Overturning Moment Factor of Safety
RE: Overturning Moment Factor of Safety
RE: Overturning Moment Factor of Safety
thread507-183966: Footing overturning calculations
RE: Overturning Moment Factor of Safety
RE: Overturning Moment Factor of Safety