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A simply supported beam with spans of LAB = 8 ft and LBc = 24 ft supports loads of w = 4.5 kips/ft and P = 27 kips. The cross-sectional dimensions of the wide-flange shape are b = 7.5 in., t=0.51 in., d = 25.9 in., and tw = 0.47 in. Determine the magnitude of: (a) the maximum horizontal shear stress in the beam. (b) the maximum bending stress in the beam. LAB Answer: (a) Tmax (b) Omax P i W LBC ksi ksi C by

A simply supported beam with spans of LAB = 8 ft and LBc = 24 ft supports loads of w = 4.5 kips/ft and P = 27 kips. The cross-sectional dimensions of the wide-flange shape are b = 7.5 in., t=0.51 in., d = 25.9 in., and tw = 0.47 in. Determine the magnitude of: (a) the maximum horizontal shear stress in the beam. (b) the maximum bending stress in the beam. LAB Answer: (a) Tmax (b) Omax P i W LBC ksi ksi C by

Structural Analysis
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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A simply supported beam with spans of LAB = 8 ft and LBc = 24 ft supports loads of w = 4.5 kips/ft and P = 27 kips. The cross-sectional dimensions of the wide-flange shape are bf = 7.5 in., t= 0.51 in., d = 25.9 in., and tw = 0.47 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 = i (b) O max II B W LBC ksi ksi C tw Z bf y d
Transcribed Image Text:A simply supported beam with spans of LAB = 8 ft and LBc = 24 ft supports loads of w = 4.5 kips/ft and P = 27 kips. The cross-sectional dimensions of the wide-flange shape are bf = 7.5 in., t= 0.51 in., d = 25.9 in., and tw = 0.47 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 = i (b) O max II B W LBC ksi ksi C tw Z bf y d
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