Consider a 130-mm-long segment of a simply supported beam. The internal bending moments on the left and right sides of the segment are 50 kN-m and 55 kN-m, respectively. The cross-sectional dimensions of the flanged shape are shown in the accompanying figure. Assume b₁ = 130 mm, b₂ = 40 mm, b3 = 210 mm, d₁= 65 mm, d₂ = 190 mm, d3= 65 mm. Determine the maximum horizontal shear stress in this segment of the beam.
Consider a 130-mm-long segment of a simply supported beam. The internal bending moments on the left and right sides of the segment are 50 kN-m and 55 kN-m, respectively. The cross-sectional dimensions of the flanged shape are shown in the accompanying figure. Assume b₁ = 130 mm, b₂ = 40 mm, b3 = 210 mm, d₁= 65 mm, d₂ = 190 mm, d3= 65 mm. Determine the maximum horizontal shear stress in this segment of the beam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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