A wide-flange beam (see figure) is subjected to a shear force V. t- 0 Using the following dimensions of the cross section, calculate the moment b = 6 in., t = 0.5 in., h = 10 in., h₁ = 8.4 in., V = 28 kips Note: Disregard the fillets at the junctions of the web and flanges and determine all quantities, including the moment of inertia, by considering the cross section to consist of three rectangles. (a) the maximum shear stress max (in psi) in the web 6496.51✔✔✔ psi max aver (b) the minimum shear stress min (in psi) in the web 5414.99✔ psi Taver (c) the average shear stress Taver (obtained by dividing the shear force by the area of the web) and the ratio max (Enter your answer for Taver in psi.) Taver = 6666.67✔✔✔ psi Ⓡ = 0.974✔ = (d) the shear force Vweb (in kips) carried in the web and the ratio web V Vweb = x kips Vweb inertia and then determine the following quantities.

A wide-flange beam (see figure) is subjected to a shear force V. t- 0 Using the following dimensions of the cross section, calculate the moment b = 6 in., t = 0.5 in., h = 10 in., h₁ = 8.4 in., V = 28 kips Note: Disregard the fillets at the junctions of the web and flanges and determine all quantities, including the moment of inertia, by considering the cross section to consist of three rectangles. (a) the maximum shear stress max (in psi) in the web 6496.51✔✔✔ psi max aver (b) the minimum shear stress min (in psi) in the web 5414.99✔ psi Taver (c) the average shear stress Taver (obtained by dividing the shear force by the area of the web) and the ratio max (Enter your answer for Taver in psi.) Taver = 6666.67✔✔✔ psi Ⓡ = 0.974✔ = (d) the shear force Vweb (in kips) carried in the web and the ratio web V Vweb = x kips Vweb inertia and then determine the following quantities.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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