A simply supported beam with spans of LAB = 5 ft and Lgc = 15 ft supports loads of w = 6.0 kips/ft and P = 28 kips. The cross-sectional dimensions of the wide-flange shape are b = 9.5 in., t= 0.56 in., d = 29.1 in., and t = 0.48 in. Determine the magnitude of: (a) the maximum horizontal shear stress in the beam. (b) the maximum bending stress in the beam. W B LBC 1 LAB Answer: (a) Tmax (b) gmax= ksi ksi
A simply supported beam with spans of LAB = 5 ft and Lgc = 15 ft supports loads of w = 6.0 kips/ft and P = 28 kips. The cross-sectional dimensions of the wide-flange shape are b = 9.5 in., t= 0.56 in., d = 29.1 in., and t = 0.48 in. Determine the magnitude of: (a) the maximum horizontal shear stress in the beam. (b) the maximum bending stress in the beam. W B LBC 1 LAB Answer: (a) Tmax (b) gmax= ksi ksi
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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