C cankara New Member Apr 4, 2019 #1 What can be the solution to the insufficient shear capacity and torsional strength in the attached mosque project, my friends, I am waiting for your help?
What can be the solution to the insufficient shear capacity and torsional strength in the attached mosque project, my friends, I am waiting for your help?
U unver New Member Apr 4, 2019 #2 Re: Cami Static Solution? Hi I=1.2 Solve semi-rigid diaphragm. It doesn't give an error. Unver ÖZCAN
Re: Cami Static Solution? Hi I=1.2 Solve semi-rigid diaphragm. It doesn't give an error. Unver ÖZCAN
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