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1, determine the magnitude of the shear stress in the beam at point 1, determine the magnitude of the shear stress in the beam at point e maximum horizontal shear stress that occurs in the beam at any lo e maximum tensile bending stress that occurs in the beam at any loc at B L 2L 3 /3

1, determine the magnitude of the shear stress in the beam at point 1, determine the magnitude of the shear stress in the beam at point e maximum horizontal shear stress that occurs in the beam at any lo e maximum tensile bending stress that occurs in the beam at any loc at B L 2L 3 /3

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 wood beam that is 6.6 m long carries a 34 kN concentrated load at B. The cross-sectional dimensions of the beam are b = 150 mm, d = 400 mm, a = 95 mm, andc = 45 mm. Section a-a is located at x = 1.1 m from B. (a) At section a-a, determine the magnitude of the shear stress in the beam at point H. (b) At section a-a, determine the magnitude of the shear stress in the beam at point K. (c) Determine the maximum horizontal shear stress that occurs in the beam at any location within the entire span. (d) Determine the maximum tensile bending stress that occurs in the beam at any location within the entire length. y H a d a A В K L 2L 3
Transcribed Image Text:A simply supported wood beam that is 6.6 m long carries a 34 kN concentrated load at B. The cross-sectional dimensions of the beam are b = 150 mm, d = 400 mm, a = 95 mm, andc = 45 mm. Section a-a is located at x = 1.1 m from B. (a) At section a-a, determine the magnitude of the shear stress in the beam at point H. (b) At section a-a, determine the magnitude of the shear stress in the beam at point K. (c) Determine the maximum horizontal shear stress that occurs in the beam at any location within the entire span. (d) Determine the maximum tensile bending stress that occurs in the beam at any location within the entire length. y H a d a A В K L 2L 3
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