2 kip/ft 6 in 10 in B. +40 kip 16 in D. 16 in 5t 5 ft 10 ft The simply-supported beam-column above is subjected to a uniformly distributed load and an axlal load, as shown. Assume that the Internal resultants on the cross-section passing through point E are as follows: • Np=-40 kip VD = 10 klp Mp = +75 kip-ft %3D Which of the following is closest to the magnitude of the plane shear stress at point E?

2 kip/ft 6 in 10 in B. +40 kip 16 in D. 16 in 5t 5 ft 10 ft The simply-supported beam-column above is subjected to a uniformly distributed load and an axlal load, as shown. Assume that the Internal resultants on the cross-section passing through point E are as follows: • Np=-40 kip VD = 10 klp Mp = +75 kip-ft %3D Which of the following is closest to the magnitude of the plane shear stress at point E?

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter9: Deflections Of Beams

Section: Chapter Questions

Problem 9.5.1P: A simply supported beam (E = 1600 ksi) is loaded by a triangular distributed load from A to C(see...

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-5 Calen1ate the deflections S 3a nd