Civil Engineering For the stiffened panel shown, find the vertical and horizontal deflection of point B. Assume: P= 5000lb EA = 2.5 x 10°lb, -G = 4 × 10°Psi t= 0.032in 4 = 20in ½ = 15in %3!

Q: For the same beam and loading case in Figure Q1, where within the cross-section will there always be…

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A: L = 8m