Q3: The member shown in figure (3) is part of braced frame, A second-order analysis was performed with factored loads and bending is about x-axis. Determine whether the member satisfies the appropriate AISC interaction equation. Use C₁ =2.173 150 199.8k.ft 177.6 k W12 x 58 16' F₁ = 50 ksi 15 120 W12×58 Kx-Kg1 112 Fig. (3) 177.6 k 99.16k.it

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