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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

Elements Of Electromagnetics
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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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. 1₂-758 in.4 Compute the value of the shear stress at point H, located at y = 4.8 in. below the centroidal xis. H Answer: Shear stress = psi
Transcribed Image Text: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. 1₂-758 in.4 Compute the value of the shear stress at point H, located at y = 4.8 in. below the centroidal xis. H Answer: Shear stress = psi
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