5. A thin rectangular plate with dimensions 3 cm × 4 cm is acted upon by a stressdistribution which results in the uniform strains&₁ = 0.0025, &, = 0.0050, &₂ = 0, Y₁ =0.001875, Yx=Y₁ = 0yzas shown in the following figure. Determine the change in length of diagonal AB.▲ yA4 cmB3 cmX

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5. A thin rectangular plate with dimensions 3 cm x 4 cm is acted upon by a stress distribution which results in the uniform strains & = 0.0025, &, = 0.0050, & = 0, Yxy = 0.001875, Yxz = Yyz = દ, = 0 as shown in the following figure. Determine the change in length of diagonal AB. A y 4 cm B 3 cm X

5. A thin rectangular plate with dimensions 3 cm x 4 cm is acted upon by a stress distribution which results in the uniform strains & = 0.0025, &, = 0.0050, & = 0, Yxy = 0.001875, Yxz = Yyz = દ, = 0 as shown in the following figure. Determine the change in length of diagonal AB. A y 4 cm B 3 cm X

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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Concept explainers

Methods to Determine Vertical Stress

The load applied to the soil is transferred to the underground. The presence of water at soil pores and solid grains above the soil are the primary components that are responsible for the effective load transfer. Due to the load acting, the internal component of the soil or the underground formations undergoes deformations or a tectonic shift. The amount of deformation depends upon the amount of load acting on the soil surface, which indeed, depends on the weight of everything present above the soil. Due to this, the underground soil element develops internal stresses which try to resist the tectonic changes.

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5. A thin rectangular plate with dimensions 3 cm × 4 cm is acted upon by a stress
distribution which results in the uniform strains
&₁ = 0.0025, &, = 0.0050, &₂ = 0, Y₁ =0.001875, Yx=Y₁ = 0
yz
as shown in the following figure. Determine the change in length of diagonal AB.
▲ y
A
4 cm
B
3 cm
X

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