1-55: In the structure shown, an 8 mm diameter pin is used at A, and 12-mm- diameter pins are used at B and D. Knowing that the ultimate shearing stress is 100 MPa at all connections and that the ultimate normal stress is 250 MPa in each of the two links joining B and D, determine the allowable load P if an overall factor of safety of 3.0 is desired. Top view -200 mm -180 mm 12 mm 8 mm C + 20 mm 8 mm 8 mm DO D 12 mm Front view Side view

Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter5: Stresses In Beams (basic Topics)
Section: Chapter Questions
Problem 5.8.1P: The shear stresses t in a rectangular beam arc given by Eq. (5-43): in which Fis the shear force, /...
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Example 8
1-55: In the structure shown, an 8 mm diameter pin is used at A, and 12-mm-
diameter pins are used at B and D. Knowing that the ultimate shearing stress is
100 MPa at all connections and that the ultimate normal stress is 250 MPa in
each of the two links joining B and D, determine the allowable load P if an
overall factor of safety of 3.0 is desired.
Top view
k200 mm 180 mm
12 mm
8 mm
B
C
B
A
B
20 mm
8 mm
8 mm
12 mm
Front view
Side view
Transcribed Image Text:Example 8 1-55: In the structure shown, an 8 mm diameter pin is used at A, and 12-mm- diameter pins are used at B and D. Knowing that the ultimate shearing stress is 100 MPa at all connections and that the ultimate normal stress is 250 MPa in each of the two links joining B and D, determine the allowable load P if an overall factor of safety of 3.0 is desired. Top view k200 mm 180 mm 12 mm 8 mm B C B A B 20 mm 8 mm 8 mm 12 mm Front view Side view
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