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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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Consider a 304.8mm section of a single-riveted lap joint made up with plates of 6.35mm
thickness and 6 rivets, 15.7 mm in diameter. Assume that rivet holes are 1.58mm larger in
diameter than the rivets. In this joint, the entire load is transmitted from one plate to
another by means of rivets. Each plate and the six rivets carries the entire load. Design
stress for shear is 598kg/cm^2, for bearing 1406 kg/cm^2 and for tension, 703 kg/cm^2.
Assume that the rivets will not tear or shear through the plate to the edge of the joints.
Find: The force that can be carried by unpunched plate (kg)
Transcribed Image Text:Consider a 304.8mm section of a single-riveted lap joint made up with plates of 6.35mm thickness and 6 rivets, 15.7 mm in diameter. Assume that rivet holes are 1.58mm larger in diameter than the rivets. In this joint, the entire load is transmitted from one plate to another by means of rivets. Each plate and the six rivets carries the entire load. Design stress for shear is 598kg/cm^2, for bearing 1406 kg/cm^2 and for tension, 703 kg/cm^2. Assume that the rivets will not tear or shear through the plate to the edge of the joints. Find: The force that can be carried by unpunched plate (kg)
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