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 to cause bearing stress on rivets (kg)

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 to cause bearing stress on rivets (kg)

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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Concept explainers

Temperature Difference and Heat Transfer

Whenever there is a flow of heat flux resulting from a temperature gradient within the material or between two materials, there is heat transfer. Heat transfer primarily arises due to temperature differences between two bodies or within bodies. The term temperature gradient denotes temperature differences or variation of temperature due to change in some quantity. The fundamental use of the concept of temperature is found in the zeroth law of thermodynamics.

Question

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 to cause bearing stress on rivets (kg)

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