I am checking the compression stresses under ultimate combinations in a corewall according to aci318.
What is the concrete stress compression limit (function of f'c) that should not be exceeded ?
thank you. the thing is that I am checking an inclined wall, the software I am using does not give an integrated force for inclined shapes.
Thus I am checking the compression stresses of the wall and would like to verify that it is not exceeded. I verified by hand calculation that it is working but would like to confirm. Therefore I posted the above thread