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A uniform slender rod (E = 210 × 103 MPa) of length 3 m and cross-sectional area of 250 mm2 is rotating in a horizontal plane about a vertical axis through one end. If the density of the rod is 8000 kg/m3 and it is rotating at a constant angular velocity of 10 rad/sec, then the total elongation of the rod is

A uniform slender rod (E = 210 × 103 MPa) of length 3 m and cross-sectional area of 250 mm2 is rotating in a horizontal plane about a vertical axis through one end. If the density of the rod is 8000 kg/m3 and it is rotating at a constant angular velocity of 10 rad/sec, then the total elongation of the rod is

Structural Analysis
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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A uniform slender rod (E = 210 × 103 MPa) of length 3 m and cross-sectional area of 250 mm2 is rotating in a horizontal plane about a vertical axis through one end. If the density of the rod is 8000 kg/m3 and it is rotating at a constant angular velocity of 10 rad/sec, then the total elongation of the rod is
Transcribed Image Text:A uniform slender rod (E = 210 × 103 MPa) of length 3 m and cross-sectional area of 250 mm2 is rotating in a horizontal plane about a vertical axis through one end. If the density of the rod is 8000 kg/m3 and it is rotating at a constant angular velocity of 10 rad/sec, then the total elongation of the rod is
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