The cantilever beam is subjected to a concentrated load of P-50 kips. The cross-sectional dimensions of the wide-flange shape are shown in the second figure. Assume yy-4 in., yk-1.5 in., d-15.1 in., -0.273 in., -0.409 in., by-6.89 in. Determine: (a) the shear stress T at point H, which is located 4 in. below the centroid of the wide-flange shape. (b) the maximum horizontal shear stress Tax in the wide-flange shape. Answers: (a) Tx = = (b) Tmax = i M. P ksi. K Yk H ksi.

The cantilever beam is subjected to a concentrated load of P-50 kips. The cross-sectional dimensions of the wide-flange shape are shown in the second figure. Assume yy-4 in., yk-1.5 in., d-15.1 in., -0.273 in., -0.409 in., by-6.89 in. Determine: (a) the shear stress T at point H, which is located 4 in. below the centroid of the wide-flange shape. (b) the maximum horizontal shear stress Tax in the wide-flange shape. Answers: (a) Tx = = (b) Tmax = i M. P ksi. K Yk H ksi.

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 9.10.6P: An overhanging beam ABC with a rectangular cross section has the dimensions shown in the figure. A...

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