AJK
Well-known member
I'm working the NCEES sample exam AM problems. I cannot figure out their solution for problem No. 110, which is to find the max. moment on a basement wall due to hydrostatic pressure.
My solution involved going to the CERM appendix 44.A, Case 10 - Simple beam with trangular load. The equation there for max. moment is M=0.0642wL^2, and I use 40 lb/ft for w and 8.5' for L. I get 185 ft-lb (per LF of wall), which is wrong.
Why can't this problem be solved this way? Thanks, Andrew
My solution involved going to the CERM appendix 44.A, Case 10 - Simple beam with trangular load. The equation there for max. moment is M=0.0642wL^2, and I use 40 lb/ft for w and 8.5' for L. I get 185 ft-lb (per LF of wall), which is wrong.
Why can't this problem be solved this way? Thanks, Andrew