Develop relation (9.4.14) for the load-carrying torque of an equilateral triangular section. Equation 9.4.14 T= 27 3

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Develop relation (9.4.14) for the load-carrying torque of an equilateral triangular section.

Equation 9.4.14

T= 27 3  Madt = sualp  5,3

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