A PL 300 x 20 mm is to be connected to two plates of the same material with half the thickness by 25 mm Ø rivets as shown in the figure. The rivet holes have a diameter 2 mm larger than the rivet diameter. The plate is A36 steel with Fy = 250 MPa, allowable tensile stress of 0.60Fy and allowable bearing stress of 1.35Fy . The rivets are A502, Grade 2, hot-driven rivets with allowable shear stress of 150 MPa. DEtermine the max. load in kN that can be applied to the connection without exceeding the allowable shear stress in the rivet Determine the max. load in kN that can be applied to the connection without exceeding the allowable bearing stress between the plates and the rivets DEtermine the max. load in kN that can be applied to the connection without exceeding the allowable tensile strength of the plates
A PL 300 x 20 mm is to be connected to two plates of the same material with half the thickness by 25 mm Ø rivets as shown in the figure. The rivet holes have a diameter 2 mm larger than the rivet diameter. The plate is A36 steel with Fy = 250 MPa, allowable tensile stress of 0.60Fy and allowable bearing stress of 1.35Fy . The rivets are A502, Grade 2, hot-driven rivets with allowable shear stress of 150 MPa.
DEtermine the max. load in kN that can be applied to the connection without exceeding the allowable shear stress in the rivet
Determine the max. load in kN that can be applied to the connection without exceeding the allowable bearing stress between the plates and the rivets
DEtermine the max. load in kN that can be applied to the connection without exceeding the allowable tensile strength of the plates
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