Q. No. 11: The simply supported beam shown in the Figure supports two concentrated loads of magnitude P= 12 kips and P2= 42 kips. The cross-sectional dimensions of the beam shown in the Figure are br= 10.00 in., tr= 0.65 in., d= 16.00 in., ty= 0.40 in., and yH %3D 9 ft and xH = 3 ft, analyse using the concepts of stresses under = 6.00 in. Using a = combined loadings to determine the principal stresses and the maximum shear stress acting at point H. Show these stresses on an appropriate sketch. P P, K. H.

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Q. No. 11: The simply supported beam shown in the Figure supports two concentrated loads
of magnitude Pi = 12 kips and P2
shown in the Figure are br 10.00 in., t= 0.65 in., d= 16.00 in., ty
6.00 in. Using a =
combined loadings to determine the principal stresses and the maximum shear stress acting at
point H. Show these stresses on an appropriate sketch.
42 kips. The cross-sectional dimensions of the beam
0.40 in., and yH
%3D
9 ft and xH = 3 ft, analyse using the concepts of stresses under
P
K.
B
H
XH
by
K
VK
YH
Transcribed Image Text:Q. No. 11: The simply supported beam shown in the Figure supports two concentrated loads of magnitude Pi = 12 kips and P2 shown in the Figure are br 10.00 in., t= 0.65 in., d= 16.00 in., ty 6.00 in. Using a = combined loadings to determine the principal stresses and the maximum shear stress acting at point H. Show these stresses on an appropriate sketch. 42 kips. The cross-sectional dimensions of the beam 0.40 in., and yH %3D 9 ft and xH = 3 ft, analyse using the concepts of stresses under P K. B H XH by K VK YH
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