A cantilever beam is given. For a tip load of 1 kN, calculate
the minimum number of rivets in a row needed to attach the
reinforcing plate to the T-section as shown. The allowable shear
stress of rivets is 80 MPa and shank diameter of each rivet is 2
mm.
A cantilever beam is given. For a tip load of 1 kN, calculate the minimum number of rivets in a row needed to attach the reinforcing plate to the T-section as shown. The allowable shear stress of rivets is 80 MPa and shank diameter of each rivet is 2 mm. 1000 N 1000 mm /////////////// A 40 mm 6 mm 30 mm B 6 mm 2 mm 20 mm
A cantilever beam is given. For a tip load of 1 kN, calculate the minimum number of rivets in a row needed to attach the
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