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A simply supported beam with spans of LAB = 11 ft and Lec= 33 ft supports loads of w=3.0 kips/ft and P=32 kips. The cross-sectional dimensions of the wide-flange shape are by = 7.0 in., t=0.68 in., d = 26.0 in., and t = 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 B W LBC C bf d

A simply supported beam with spans of LAB = 11 ft and Lec= 33 ft supports loads of w=3.0 kips/ft and P=32 kips. The cross-sectional dimensions of the wide-flange shape are by = 7.0 in., t=0.68 in., d = 26.0 in., and t = 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 B W LBC C bf d

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 = 11 ft and Lec= 33 ft supports loads of w = 3.0 kips/ft and P = 32 kips. The cross-sectional dimensions of the wide-flange shape are by = 7.0 in., t = 0.68 in., d = 26.0 in., and t = 0.47 in. Determine the magnitude of: (a) the maximum horizontal shear stress in the beam. (b) the maximum bending stress in the beam. P Answer: LAB (a) Tmax= (b) max B W LBC ksi ksi O C tw Z bf d
Transcribed Image Text:A simply supported beam with spans of LAB = 11 ft and Lec= 33 ft supports loads of w = 3.0 kips/ft and P = 32 kips. The cross-sectional dimensions of the wide-flange shape are by = 7.0 in., t = 0.68 in., d = 26.0 in., and t = 0.47 in. Determine the magnitude of: (a) the maximum horizontal shear stress in the beam. (b) the maximum bending stress in the beam. P Answer: LAB (a) Tmax= (b) max B W LBC ksi ksi O C tw Z bf d
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