mat supporting corewall
mat supporting corewall
(OP)
For mat supporting corewall -
- do we need to check on-way beam shear?
- how to determine the critical section for punching shear check?
- do we need to check on-way beam shear?
- how to determine the critical section for punching shear check?





RE: mat supporting corewall
RE: mat supporting corewall
In general I would also recommend that you consult a geotech to obtain soil springs (and iterate with him) for your analysis. Depending on the modulus you may have additional rotation that you will have to add to your drfit calcs.