The cantilever beam is subjected to a concentrated load of P = 40 kips. The cross-sectional dimensions of the wide-flange shape are shown in the second figure. Assume yμ = 3.6 in., YK = 2 in., d = 14.1 in., tw = 0.356 in., tf = 0.332 in., bf=5.51 in. Determine: (a) the shear stress TH at point H, which is located 3.6 in. below the centroid of the wide-flange shape. (b) the maximum horizontal shear stress Tmax in the wide-flange shape.

The cantilever beam is subjected to a concentrated load of P = 40 kips. The cross-sectional dimensions of the wide-flange shape are shown in the second figure. Assume yμ = 3.6 in., YK = 2 in., d = 14.1 in., tw = 0.356 in., tf = 0.332 in., bf=5.51 in. Determine: (a) the shear stress TH at point H, which is located 3.6 in. below the centroid of the wide-flange shape. (b) the maximum horizontal shear stress Tmax in the wide-flange shape.

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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