Consider a 140-mm-long segment of a simply supported beam. The internal bending moments on the left and right sides of the segment are 60 kN-m and 67 kN-m, respectively. The cross-sectional dimensions of the flanged shape are shown in the accompanying figure. Assume b₁ = 165 mm, b₂ = 35 mm, b3 = 310 mm, d₁= 60 mm, d₂ = 240 mm, d3= 60 mm. Determine the maximum horizontal shear stress in this segment of the beam. b₁ A B d₁ b₂ MB МА x d₂ d3

Consider a 140-mm-long segment of a simply supported beam. The internal bending moments on the left and right sides of the segment are 60 kN-m and 67 kN-m, respectively. The cross-sectional dimensions of the flanged shape are shown in the accompanying figure. Assume b₁ = 165 mm, b₂ = 35 mm, b3 = 310 mm, d₁= 60 mm, d₂ = 240 mm, d3= 60 mm. Determine the maximum horizontal shear stress in this segment of the beam. b₁ A B d₁ b₂ MB МА x d₂ d3

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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