Engineering, 30.08.2021 19:20, alani64

Shown in the figure the longitudinal direction of a rectangular combined footing. The columns of 40x40 cm are subjected to the below ultimate loads: Column 1: Qu1 = 2383 KN Column 2: Qu2 = 1.2 x Qu1 KN Given that: qall, net = 230 KPa , f'c = 21 Mpa , fy = 400 MPa ; load factor =1.5

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Shown in the figure the longitudinal direction of a rectangular combined footing. The columns of 40x...