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A simply supported wood beam is subjected to uniformly distributed load q. The width of the beam is 6 in. and the height is 8 in. q = 300 Ib/ft 3 in. +5 ft 19 ft 8 in. +6 in.- Determine the normal stress and the shear stress at Point C. (Enter your answers in psi. Assume the +x-axis points to the right from A. Indicate the direction with the signs of your answers.) normal stress psi shear stress psi Show these stresses on a sketch of a stress element at Point C.

A simply supported wood beam is subjected to uniformly distributed load q. The width of the beam is 6 in. and the height is 8 in. q = 300 Ib/ft 3 in. +5 ft 19 ft 8 in. +6 in.- Determine the normal stress and the shear stress at Point C. (Enter your answers in psi. Assume the +x-axis points to the right from A. Indicate the direction with the signs of your answers.) normal stress psi shear stress psi Show these stresses on a sketch of a stress element at Point C.

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 is subjected to uniformly distributed load g. The width of the beam is 6 in. and the height is 8 in. q = 300 Ib/ft 3 in. A B -5 ft 19 ft 8'in. +6 in.→ Determine the normal stress and the shear stress at Point C. (Enter your answers in psi. Assume the +x-axis points to the right from A. Indicate the direction with the signs of your answers.) normal stress psi shear stress psi Show these stresses on a sketch of a stress element at Point C.
Transcribed Image Text:A simply supported wood beam is subjected to uniformly distributed load g. The width of the beam is 6 in. and the height is 8 in. q = 300 Ib/ft 3 in. A B -5 ft 19 ft 8'in. +6 in.→ Determine the normal stress and the shear stress at Point C. (Enter your answers in psi. Assume the +x-axis points to the right from A. Indicate the direction with the signs of your answers.) normal stress psi shear stress psi Show these stresses on a sketch of a stress element at Point C.
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