changes.mady.by.user oğuzcan hadim
Saved on May 20, 2021
changes.mady.by.user Zeynep Aladağ
Saved on Oct 17, 2022
...
And = 5.97 tf <0.85 A root (fck) = 0.85 * 300 * 600 * root (30) = 838015.513 KN = 85.45 tf provided
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Column Shear Design Forces
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