A pillar is shown in Fig. 13.14. The total contraction of the pillar is (0.25 mathrm{~mm}). If

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A pillar is shown in Fig. 13.14. The total contraction of the pillar is $0.25 \mathrm{~mm}$. If $E_{s}=200 \mathrm{GPa}$ and $E_{C I}=$ $120 \mathrm{GPa}$, find the value of load $P$.

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Principles Of Mechanical Engineering

ISBN: 9788121935265

1st Edition

Authors: Sadhu Singh

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Question Posted: Apr 29, 2024 01:00 AM

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A pillar is shown in Fig. 13.14. The total contraction of the pillar is (0.25 mathrm{~mm}). If

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Cast Iron Steel 0.05 m 0.3 m 0.1 m 0.4 m m- Fig. 13.14

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Principles Of Mechanical Engineering

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