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

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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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:
%23
P/2
P/2
Figure 2-11
Transcribed Image Text: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: %23 P/2 P/2 Figure 2-11
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