The strain components εx, εy, and γxy are given for a point in a body subjected to plane strain. Determine the principal strains, the maximum in-plane shear strain, and the absolute maximum shear strain at the point. Show the angle θp, the principal strain deformations, and the maximum in-plane shear strain distortion on a sketch. εx = -700 με, εy = -335 με, and γxy = 1100 μrad. Enter the angle such that -45°≤θp≤ +45°. The strain components Ex, Ey, and Yxy are givenfor a point in a body subjected to plane strain.Determine the principal strains, the maximumin-plane shear strain, and the absolutemaximum shear strain at the point. Show theangle 0p, the principal strain deformations, andthe maximum in-plane shear strain distortionon a sketch. Ex = -700 µe, y = -335 μe, and Yxy =1100 μrad. Enter the angle such that -45°≤0p<+45°.Ep1 =μεEp2 =μεYmax in-planeYabsolute max.0p==uradurad

According to the given strain components,

Answered: The strain components εx, εy, and γxy…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Concept explainers

Question

100%

The strain components εx, εy, and γxy are given for a point in a body subjected to plane strain. Determine the principal strains, the maximum in-plane shear strain, and the absolute maximum shear strain at the point. Show the angle θp, the principal strain deformations, and the maximum in-plane shear strain distortion on a sketch. εx = -700 με, εy = -335 με, and γxy = 1100 μrad. Enter the angle such that -45°≤θp≤ +45°.

The strain components Ex, Ey, and Yxy are given
for a point in a body subjected to plane strain.
Determine the principal strains, the maximum
in-plane shear strain, and the absolute
maximum shear strain at the point. Show the
angle 0p, the principal strain deformations, and
the maximum in-plane shear strain distortion
on a sketch. Ex = -700 µe, y = -335 μe, and Yxy =
1100 μrad. Enter the angle such that -45°≤0p<
+45°.
Ep1 =
με
Ep2 =
με
Ymax in-plane
Yabsolute max.
0p=
=
urad
urad

Expert Solution

Step by step

Solved in 2 steps with 2 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions