A beam is subjected to equal bending moments of M₂ = 35 kip-ft. The cross-sectional dimensions are b₁ = 8.5 in., d₁ = 1.4 in., b2 = 0.95 in., d2 = 6.0 in., b3 = 3.6 in., and d3 = 1.6 in. Determine: (a) the centroid location (measured with respect to the bottom of the cross-section), the moment of inertia about the z axis, and the controlling section modulus about the z axis. (b) the bending stress at point H. Tensile stress is positive, while compressive stress is negative. (c) the bending stress at point K. Tensile stress is positive, while compressive stress is negative. (d) the maximum bending stress produced in the cross section. Tensile stress is positive, while compressive stress is negative. M₂ Answer: (a) y= i ¹₂= i S= i (b) OH-i (c) Ok= (d) Omax Mi in. in.4 on,3 ksi ksi ksi M₂ X b₂ H K b₁ y| b3 [d₁ d₂ dz
A beam is subjected to equal bending moments of M₂ = 35 kip-ft. The cross-sectional dimensions are b₁ = 8.5 in., d₁ = 1.4 in., b2 = 0.95 in., d2 = 6.0 in., b3 = 3.6 in., and d3 = 1.6 in. Determine: (a) the centroid location (measured with respect to the bottom of the cross-section), the moment of inertia about the z axis, and the controlling section modulus about the z axis. (b) the bending stress at point H. Tensile stress is positive, while compressive stress is negative. (c) the bending stress at point K. Tensile stress is positive, while compressive stress is negative. (d) the maximum bending stress produced in the cross section. Tensile stress is positive, while compressive stress is negative. M₂ Answer: (a) y= i ¹₂= i S= i (b) OH-i (c) Ok= (d) Omax Mi in. in.4 on,3 ksi ksi ksi M₂ X b₂ H K b₁ y| b3 [d₁ d₂ dz
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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