The simply supported beam supports a uniformly distributed load of w=240 lb/ft between supports A and B and a concentrated load of P=1030 lb at end C. The cross-sectional dimensions of the beam shown in the second figure are by=12 in., ty=1.75 in., d = 12 in., and tw=1.75 in. Using L=13 ft and xx=2 ft, determine the principal stresses and the maximum shear stress acting at point K, which is located at a distance of a = 4 in. above the bottom edge of the tee stem. Show these stresses on an appropriate sketch on paper.

Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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The simply supported beam supports a uniformly distributed load of w = 240 lb/ft between supports A and B and a concentrated load
of P = 1030 lb at end C. The cross-sectional dimensions of the beam shown in the second figure are b;= 12 in., tf = 1.75 in., d = 12 in., and
tw=1.75 in. Using L = 13 ft and xx = 2 ft, determine the principal stresses and the maximum shear stress acting at point K, which is
located at a distance of a = 4 in. above the bottom edge of the tee stem. Show these stresses on an appropriate sketch on paper.
by
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XH
.H
L
К. Вв
C
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a
H, K
Transcribed Image Text:The simply supported beam supports a uniformly distributed load of w = 240 lb/ft between supports A and B and a concentrated load of P = 1030 lb at end C. The cross-sectional dimensions of the beam shown in the second figure are b;= 12 in., tf = 1.75 in., d = 12 in., and tw=1.75 in. Using L = 13 ft and xx = 2 ft, determine the principal stresses and the maximum shear stress acting at point K, which is located at a distance of a = 4 in. above the bottom edge of the tee stem. Show these stresses on an appropriate sketch on paper. by "| XH .H L К. Вв C X a H, K
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