A simply supported beam with spans of LAB = 5 ft and LBC = 15 ft supports loads of w = 7.5 kips/ft and P = 28 kips. The cross-sectional dimensions of the wide-flange shape are b = 7.0 in., t₁ = 0.55 in., d = 29.2 in., and t = 0.46 in. Determine the magnitude of: (a) the maximum horizontal shear stress in the beam. (b) the maximum bending stress in the beam. A LAB Answer: (a) Tmax= (b) gmax= i B W LBC ksi ksi bf y
A simply supported beam with spans of LAB = 5 ft and LBC = 15 ft supports loads of w = 7.5 kips/ft and P = 28 kips. The cross-sectional dimensions of the wide-flange shape are b = 7.0 in., t₁ = 0.55 in., d = 29.2 in., and t = 0.46 in. Determine the magnitude of: (a) the maximum horizontal shear stress in the beam. (b) the maximum bending stress in the beam. A LAB Answer: (a) Tmax= (b) gmax= i B W LBC ksi ksi bf y
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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