Structural Steel Design (6th Edition)
6th Edition
ISBN: 9780134589657
Author: Jack C. McCormac, Stephen F. Csernak
Publisher: PEARSON
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Textbook Question
Chapter 3, Problem 3.35PFS
Determine the LRFD design strength and the ASD allowable strength of the sections given, including block shear.
3-35. A
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3.4-2
The tension member shown in Figure 3.4-2 is a PL 5 × 10, and the steel is A36. The
bolts are 7/8-inch in diameter.
a. Determine the design strength for LRFD.
b. Determine the allowable strength for ASD.
2"
3"
2"
|27|27|--|--|
3"
О
2"
FIGURE P3.4-2
Determine the LRFD design strength and the ASD allowable strength . Neglect block shear.
A36 steel and 3/4-in Ø bolts
6) Calculate the shear lag reduction factor, u, for the spliced W-shape tension member shown. Hint:
you can treat the wide flange section like two WT6x25s.
|
W12x50
H
THE
3" 3"
Typical
Splice Plate
TH
HHHH
-Splice Plate
W12x50
Chapter 3 Solutions
Structural Steel Design (6th Edition)
Ch. 3 - Prob. 3.1PFSCh. 3 - Prob. 3.2PFSCh. 3 - Prob. 3.3PFSCh. 3 - Prob. 3.4PFSCh. 3 - Prob. 3.5PFSCh. 3 - Prob. 3.6PFSCh. 3 - Prob. 3.7PFSCh. 3 - Prob. 3.8PFSCh. 3 - Prob. 3.9PFSCh. 3 - Prob. 3.10PFS
Ch. 3 - Prob. 3.11PFSCh. 3 - Prob. 3.12PFSCh. 3 - Prob. 3.13PFSCh. 3 - Prob. 3.14PFSCh. 3 - Prob. 3.15PFSCh. 3 - Prob. 3.16PFSCh. 3 - Prob. 3.17PFSCh. 3 - Prob. 3.18PFSCh. 3 - Prob. 3.19PFSCh. 3 - Prob. 3.20PFSCh. 3 - Prob. 3.21PFSCh. 3 - Prob. 3.22PFSCh. 3 - Prob. 3.23PFSCh. 3 - Prob. 3.24PFSCh. 3 - Prob. 3.25PFSCh. 3 - Prob. 3.26PFSCh. 3 - Prob. 3.27PFSCh. 3 - Prob. 3.28PFSCh. 3 - Prob. 3.29PFSCh. 3 - Prob. 3.30PFSCh. 3 - Prob. 3.31PFSCh. 3 - Prob. 3.32PFSCh. 3 - Prob. 3.33PFSCh. 3 - Prob. 3.34PFSCh. 3 - Determine the LRFD design strength and the ASD...Ch. 3 - Prob. 3.36PFSCh. 3 - Prob. 3.37PFS
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