A plate with width of 300 millimeters and thickness of 20 millimeters is to be connected to two plates of the same width with half the thickness by 25 millimeters diameter rivets, as shown. The rivet holes have a diameter 2 millimeters larger than the rivet diameter. The plate is A36 steel with yield strength F,- 248 MPa Allowable tensile stress on net area is 0.60F, and allowable bearing stress of 1.35F, The rivets are AS02, Grade 2, hot-driven rivets with allowable shear stress of 150 MPa. See Figure 2-11. 4) Determine the maximum load that can be applied to the connection without exceeding the allowable tensile stress in the plates: b) Determine the maximum load that can be applied to the connection without exceeding the allowable shear stress in the rivets: ) Determine the maximum load that can be applied to the connection without exceeding the allowable bearing stress between the plate and the rivets: P/2 Figure 2-11
A plate with width of 300 millimeters and thickness of 20 millimeters is to be connected to two plates of the same width with half the thickness by 25 millimeters diameter rivets, as shown. The rivet holes have a diameter 2 millimeters larger than the rivet diameter. The plate is A36 steel with yield strength F,- 248 MPa Allowable tensile stress on net area is 0.60F, and allowable bearing stress of 1.35F, The rivets are AS02, Grade 2, hot-driven rivets with allowable shear stress of 150 MPa. See Figure 2-11. 4) Determine the maximum load that can be applied to the connection without exceeding the allowable tensile stress in the plates: b) Determine the maximum load that can be applied to the connection without exceeding the allowable shear stress in the rivets: ) Determine the maximum load that can be applied to the connection without exceeding the allowable bearing stress between the plate and the rivets: P/2 Figure 2-11
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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