A solid circular rod, 750 mm long and 30 mm diameter, is subjected to an axial force of 80 kN. The compression of the rod is 1.35mm, and its diameter becomes 30.015 mm. Determine the Poisson's ratio v of the material. Assume the material does not yield.(A) 20,406B) 26,404с 24,604D) 20,604 All of the following are correct exceptA Creating the bending moment diagram by parts can be done with respect to only one point/location.BIn area moment method, the deviation at any point is positive if the point lies above the tangent.ⒸThe change in slope between the tangents drawn to the elastic curve at any two points A and B is equal to the productof 1/El multiplied by the area of the moment diagram between these two points.D The moment of a load about a specified axis is always defined by the equation of a spandrel y=kx^n.

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A solid circular rod, 750 mm long and 30 mm diameter, is subjected to an axial force of 80 kN. The compression of the rod is 1.35 mm, and its diameter becomes 30.015 mm. Determine the Poisson's ratio v of the material. Assume the material does not yield.

A solid circular rod, 750 mm long and 30 mm diameter, is subjected to an axial force of 80 kN. The compression of the rod is 1.35 mm, and its diameter becomes 30.015 mm. Determine the Poisson's ratio v of the material. Assume the material does not yield.

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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Question

A solid circular rod, 750 mm long and 30 mm diameter, is subjected to an axial force of 80 kN. The compression of the rod is 1.35
mm, and its diameter becomes 30.015 mm. Determine the Poisson's ratio v of the material. Assume the material does not yield.
(A) 20,406
B) 26,404
с 24,604
D) 20,604

All of the following are correct except
A Creating the bending moment diagram by parts can be done with respect to only one point/location.
B
In area moment method, the deviation at any point is positive if the point lies above the tangent.
Ⓒ
The change in slope between the tangents drawn to the elastic curve at any two points A and B is equal to the product
of 1/El multiplied by the area of the moment diagram between these two points.
D The moment of a load about a specified axis is always defined by the equation of a spandrel y=kx^n.

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