Question: FBD & Equilibrium equations Using the FBDs , of cut sections between A&B and between C&D , shown ? ? M x = 0 =
FBD & Equilibrium equations
Using the FBDs of cut sections between A&B and between C&D shown
Design wrt max. shear stress in
Design max. shear stress
Design wrt max. shear stress in CD
The allowable torque and
The allowable torque is
kip.in and is a
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