The cantilever beam shown is subjected to a concentrated load of P-70800 lb. The cross-sectional dimensions and the moment of inertia of the W16x57 wide-flange shape are: d=16.4 in. tw-0.430 in. by=7.12 in. ty=0.715 in. 1,-758 in.4 Compute the value of the shear stress at point H, located at yu -4.8 in. below the centroidal xis. Yu Answer: Shear stress - psi H

The cantilever beam shown is subjected to a concentrated load of P-70800 lb. The cross-sectional dimensions and the moment of inertia of the W16x57 wide-flange shape are: d=16.4 in. tw-0.430 in. by=7.12 in. ty=0.715 in. 1,-758 in.4 Compute the value of the shear stress at point H, located at yu -4.8 in. below the centroidal xis. Yu Answer: Shear stress - psi H

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 9.7.8P: The tapered cantilever beam AB shown in the figure has a solid circular cross section. The diameters...

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