Structural Steel Design (6th Edition)
6th Edition
ISBN: 9780134589657
Author: Jack C. McCormac, Stephen F. Csernak
Publisher: PEARSON
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Chapter 6, Problem 6.2PFS
To determine
The selection of the lightest available W10 section using LRFD and ASD methods and trial and error procedure.
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Assume that two 8-mm-diameter bolt joins the plates that are each 175 mm wide. The allowable stresses are 120 MPa for bearing in the plate material and 60 MPa for shearing of bolt. Determine (a) Safe Value of P, (b) the minimum thickness of each plate; (c) the largest tensile stress in the plates.
10 mm
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10 mm
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50 mm
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20 kN
B
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910 mm
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Chapter 6 Solutions
Structural Steel Design (6th Edition)
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