Hi All,
I was wondering if any of you are aware of a provision that limits the concrete strength for footings supporting columns (and walls) of concrete strength 10 ksi. Can I specify 3 ksi concrete footings?
Thanks.
Anybody faimiliar with Response2000. I need to get a theoretical load-disp curve for a simply supported reinforced concrete T beam loaded monotonically in the middle with a point load. The values i obtain are much lower than what i got from the test results. Do I need to multiply the results...