Q2. Show that p = Cr² (α = 0 + sin cos 0 - tan a cos² 0) is a permissible Airy 1 function for the tapered cantilever of uniform thickness, shown in Figure 2, and derive expressions for the corresponding stresses or, de and Tre. Also, find the value of the radial stress at 0=0° when a=30°. w/ unit length Figure 2 a 0 r
Q2. Show that p = Cr² (α = 0 + sin cos 0 - tan a cos² 0) is a permissible Airy 1 function for the tapered cantilever of uniform thickness, shown in Figure 2, and derive expressions for the corresponding stresses or, de and Tre. Also, find the value of the radial stress at 0=0° when a=30°. w/ unit length Figure 2 a 0 r
Principles of Foundation Engineering (MindTap Course List)
9th Edition
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter8: Vertical Stress Increase In Soil
Section: Chapter Questions
Problem 8.6P: Two line loads q1 and q2 of infinite lengths are acting on top of an elastic medium, as shown in...
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Transcribed Image Text:Q2. Show that = Cr2(a - 0 + sin 0 cos 0 – tan a cos? 0) is a permissible Airy
function for the tapered cantilever of uniform thickness, shown in Figure 2, and
derive expressions for the corresponding stresses or, 0g and tre. Also, find the
%3D
value of the radial stress at 0-0° when a=30°.
w/ unit length
Figure 2
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