A plate with width of 300 millimeters and thickness of 20 milimeters is to be connected to two plates of the same width with half the thickness by 25 millimeters by 25 millimeters diameter rivets. The rivets holes have a diameter 2 millimeters larger than the rivetdiameter. The plate is A36 with yield strength F, = 248MP.. Allowable tensile stress on net area is 0.6Fy and allowable bearing stress of 1.3Fy. The rivets are A502, Grade 2, hot-driven rivets with allowable shear stress of 150MPA. 1. Detemine the maximum load that can be applied to the connection with consideration to the yielding failure in the plates. 2. Detemine the maximum load that can be applied to the connection with consideration to the fracture failure in the plates. 3. Detemine the maximum load that can be applied to the connection without exceeding the allowable shearing stress in the rivets. Detemine the maximum load that can be applied to the connection without exceeding the allowable bearing stress between the plate and the rivets P/2 P/2 Figure 2-11

A plate with width of 300 millimeters and thickness of 20 milimeters is to be connected to two plates of the same width with half the thickness by 25 millimeters by 25 millimeters diameter rivets. The rivets holes have a diameter 2 millimeters larger than the rivetdiameter. The plate is A36 with yield strength F, = 248MP.. Allowable tensile stress on net area is 0.6Fy and allowable bearing stress of 1.3Fy. The rivets are A502, Grade 2, hot-driven rivets with allowable shear stress of 150MPA. 1. Detemine the maximum load that can be applied to the connection with consideration to the yielding failure in the plates. 2. Detemine the maximum load that can be applied to the connection with consideration to the fracture failure in the plates. 3. Detemine the maximum load that can be applied to the connection without exceeding the allowable shearing stress in the rivets. Detemine the maximum load that can be applied to the connection without exceeding the allowable bearing stress between the plate and the rivets P/2 P/2 Figure 2-11

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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A plate with width of 300 millimeters and thickness of 20 milimeters is to be connected to two
plates of the same width with half the thickness by 25 millimeters by 25 millimeters diameter
rivets. The rivets holes have a diameter 2 millimeters larger than the rivetdiameter. The plate is
A36 with yield strength F, = 248MP.. Allowable tensile stress on net area is 0.6Fy and
allowable bearing stress of 1.3Fy. The rivets are A502, Grade 2, hot-driven rivets with allowable
shear stress of 150MPA.
1. Detemine the maximum load that can be applied to the connection with consideration to
the yielding failure in the plates.
2. Detemine the maximum load that can be applied to the connection with consideration to
the fracture failure in the plates.
3. Detemine the maximum load that can be applied to the connection without exceeding
the allowable shearing stress in the rivets.
4. Detemine the maximum load that can be applied to the connection without exceeding
the allowable bearing stress between the plate and the rivets
P/2
P/2
Figure 2-11

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