Why am i having different footing dimensions in staad pro foundation, while i am using the same loading but different codes.
I thought footing dimension is a function of reaction/soil bearing capacity?
please help
It could be that the minimum development length required for the flexural reinforcement is governing the footing dimensions.
Can you attach the SFA file?
BS CODE.xml
US CODE.xml
The file we need is the one with the SFA extension.
bs code.sfa
US CODE.sfa