How to solve this.. A stell bar of 20mmX60mm rectangular close section is subjected to too equal & opposite couples acting in the vertical plans of symmetry of the bar. Determine the value of the bending moment,M which causes the bar...

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syira

How to solve this..

A stell bar of 20mmX60mm rectangular close section is subjected to too equal & opposite couples acting in the vertical plans of symmetry of the bar. Determine the value of the bending moment,M which causes the bar to yield. assume the maximum absolute value of the stress = 250mPa.

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