8-68 esign 40 70 40 + A bolted lap joint using ISO class 5.8 bolts and members made of cold-drawn SAE 1040 steel is shown in the figure. Assume the bolt threads do not extend into the joint. Find the tensile shear load F that can be applied to this connection to provide a minimum factor of safety of 2.5 for the fol- lowing failure modes: shear of bolts, bearing on bolts, bearing on members, and tension of members. -20 M20x2.5 -80- 20

Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter1: Tension, Compression, And Shear
Section: Chapter Questions
Problem 1.9.12P: What is the maximum possible value of the clamping Force C in the jaws of the pliers shown in the...
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8-68
Engineering Design
+
40
1
plem 8-68
70
millimeters.
40
A bolted lap joint using ISO class 5.8 bolts and members made of cold-drawn SAE 1040 steel is
shown in the figure. Assume the bolt threads do not extend into the joint. Find the tensile shear load
F that can be applied to this connection to provide a minimum factor of safety of 2.5 for the fol-
lowing failure modes: shear of bolts, bearing on bolts, bearing on members, and tension of members.
20
M20x2.5
20
Transcribed Image Text:8-68 Engineering Design + 40 1 plem 8-68 70 millimeters. 40 A bolted lap joint using ISO class 5.8 bolts and members made of cold-drawn SAE 1040 steel is shown in the figure. Assume the bolt threads do not extend into the joint. Find the tensile shear load F that can be applied to this connection to provide a minimum factor of safety of 2.5 for the fol- lowing failure modes: shear of bolts, bearing on bolts, bearing on members, and tension of members. 20 M20x2.5 20
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