The steel plate shown is 12mm thick which is used for the design of a cylindrical tank 2.4m. in diameter. The longitudinal lap splice has three rows of 16mm rivets spaced 50mm apart in the center rows and 100mm apart in the outer rows. Assume diameter of holes to be 3mm larger than the rivet diameter. Find the maximum fluid pressure that this connection could carry if the allowable stresses are as follows: Given: Tensile stress = 124 MPa Shearing Stress = 93 MPa Bearing Stress 186 MPa 50 m 50 mm 50 100 mm -16mm rivets

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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The steel plate shown is 12mm thick which is used for the design of a cylindrical tank 2.4m. in
diameter. The longitudinal lap splice has three rows of 16mm rivets spaced 50mm apart in the
center rows and 100mm apart in the outer rows. Assume diameter of holes to be 3mm larger than
the rivet diameter. Find the maximum fluid pressure that this connection could carry if the allowable
stresses are as follows:
Given: Tensile stress = 124 MPa
Shearing Stress = 93 MPa
Bearing Stress
186 MPa
50 m
50 mm
50
100 mm
-16mm rivets
Transcribed Image Text:The steel plate shown is 12mm thick which is used for the design of a cylindrical tank 2.4m. in diameter. The longitudinal lap splice has three rows of 16mm rivets spaced 50mm apart in the center rows and 100mm apart in the outer rows. Assume diameter of holes to be 3mm larger than the rivet diameter. Find the maximum fluid pressure that this connection could carry if the allowable stresses are as follows: Given: Tensile stress = 124 MPa Shearing Stress = 93 MPa Bearing Stress 186 MPa 50 m 50 mm 50 100 mm -16mm rivets
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