Q. No. 10: The simply supported beam shown in the Figure supports a uniformly distributed load of w = 300 lblft between supports A and B and a concentrated load of P = 750 lb at end C. The cross-sectional dimensions of the beam shown in the Figure are bf= 10 in., ty= 2 in., d= 12 in., and tw = 2 in. Using L = 12 ft and xg = 2 ft, Analyze using the concepts of stresses under combined loadings to determine the principal stresses and the maximum shear stress acting at point K, which is located at a distance of a= the tee stem. Show these stresses on an appropriate sketch. %3D %3D 5 in. above the bottom edge of 111tttt1tttt ▪H

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Q. No. 10: The simply supported beam shown in the Figure supports a uniformly distributed
load of w = 300 lblft between supports A and B and a concentrated load of P = 750 lb at end
C. The cross-sectional dimensions of the beam shown in the Figure are bf= 10 in., tg= 2
in., d= 12 in., and tw = 2 in. Using L = 12 ft and xg = 2 ft, Analyze using the concepts of
stresses under combined loadings to determine the principal stresses and the maximum shear
stress acting at point K, which is located at a distance of a = 5 in. above the bottom edge of
the tee stem. Show these stresses on an appropriate sketch.
1111
- H
K.
Transcribed Image Text:Q. No. 10: The simply supported beam shown in the Figure supports a uniformly distributed load of w = 300 lblft between supports A and B and a concentrated load of P = 750 lb at end C. The cross-sectional dimensions of the beam shown in the Figure are bf= 10 in., tg= 2 in., d= 12 in., and tw = 2 in. Using L = 12 ft and xg = 2 ft, Analyze using the concepts of stresses under combined loadings to determine the principal stresses and the maximum shear stress acting at point K, which is located at a distance of a = 5 in. above the bottom edge of the tee stem. Show these stresses on an appropriate sketch. 1111 - H K.
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