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 55 kN-m and 58 kN-m, respectively. The cross-sectional dimensions of the flanged shape are shown in the accompanying figure. Assume b1 = 170 mm, b2 = 40 mm, b3 = 260 mm, d1 = 60 mm, d2 = 225 mm, d3 = 60 mm. Determine the maximum horizontal shear stress in this segment of the beam. Consider a 140-mm-long segment of a simply supported beam. The internal bending moments on the left and right sides of thesegment are 55 kN-m and 58 kN-m, respectively. The cross-sectional dimensions of the flanged shape are shown in the accompanyingfigure. Assume b₁ = 170 mm, b₂ = 40 mm, b3 = 260 mm, d₁ = 60 mm, d₂ = 225 mm, d3= 60 mm. Determine the maximum horizontalshear stress in this segment of the beam.b₁ABMBOМАAnswer: Tmax =AAxBMPaHb₂b3d₂

Given data: ∆x=140 mmM1=55 kNM2=58 kN

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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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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 55 kN-m and 58 kN-m, respectively. The cross-sectional dimensions of the flanged shape are shown in the accompanying figure. Assume b₁= 170 mm, b₂= 40 mm, b₃= 260 mm, d₁= 60 mm, d₂= 225 mm, d₃= 60 mm. Determine the maximum horizontal shear stress in this segment of the beam.

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