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SHEAR STRESS DISTRIBUTION INTO CIRCULAR SECTION DERIVATION
If the resultant forces are resolved in the three co-ordinate directions and divided by the area of the face of the cube we have the general state of 3-dimensional stress as shown.
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For fixed beam(say for example fixed with a point load at midspan) how did we end up getting P*L/8...??
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A shaft 9 m long is subjected to a torque 30 t-m at a point 3 m distant from either end. The reactive torque at the nearer end will be?
Shear stress distribution in circular section
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