2 kip/ft 6 in 10 in A 16 in 40 kip D• tint 16 in 5 ft 5 ft 10 ft The simply-supported beam-column above is subjected to a uniformly distributed load and an axial load, as shown. Assume that the...

B92 kip/ft<br>6 in<br>10 in<br>A<br>16 in<br>40 kip<br>D•<br>tint<br>16 in<br>5 ft 5 ft<br>10 ft<br>The simply-supported beam-column above is subjected to a uniformly distributed<br>load and an axial load, as shown.<br>Assume that the internal resultants on the cross-section passing through point E are<br>as follows:<br>No -40 kip<br>VD 10 kip<br>Mp +75 kip-ft<br>Which of the following is closest to the magnitude of the plane shear stress at point<br>E?<br>O 12 psi<br>O 18 psi<br>32 psi<br>

Extracted text: 2 kip/ft 6 in 10 in A 16 in 40 kip D• tint 16 in 5 ft 5 ft 10 ft The simply-supported beam-column above is subjected to a uniformly distributed load and an axial load, as shown. Assume that the internal resultants on the cross-section passing through point E are as follows: No -40 kip VD 10 kip Mp +75 kip-ft Which of the following is closest to the magnitude of the plane shear stress at point E? O 12 psi O 18 psi 32 psi

Jun 03, 2022
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