View Policies Current Attempt in Progress Consider a 180-mm-long segment of a simply supported beam. The internal bending moments on the left and right sides of the segment are 65 kN-m and 69 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 = 265 mm, d₁ - 70 mm, d₂ - 235 mm, d3 = 70 mm. Determine the maximum horizontal shear stress in this segment of the beam. Ax B MB b₂ b3 d₁ d₂ dz

View Policies Current Attempt in Progress Consider a 180-mm-long segment of a simply supported beam. The internal bending moments on the left and right sides of the segment are 65 kN-m and 69 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 = 265 mm, d₁ - 70 mm, d₂ - 235 mm, d3 = 70 mm. Determine the maximum horizontal shear stress in this segment of the beam. Ax B MB b₂ b3 d₁ d₂ dz

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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