In a rectangular element subjected to like principal tensile stresses p1 and p2 in two mutually perpendicular directions x and y, the naximum shear stress would occur along the
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Maximum shear Stress will be τ = at plane which is 45° from the principal stress p1.
Explanation:
Given that rectangular element is subjected to like principal tensile stresses p1 and p2 so,
According to the Maximum shear stress theory-
- Maximum shear stress τ =
- Plane at which maximum shear stress acts , lies 45° from the principal stress.
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