Structural Steel Design (6th Edition)
6th Edition
ISBN: 9780134589657
Author: Jack C. McCormac, Stephen F. Csernak
Publisher: PEARSON
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Question
Chapter 3, Problem 3.26PFS
To determine
The LRFD design strength and the ASD allowable strength of the given section
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Determine the LRFD design strength and the ASD allowable strength of the sections given, including block shear.
A C9 x 15 (A36 steel) with 2 lines of 3/4-in Ø bolts in the web as shown in Fig. P3-36.
Determine the LRFD design strength and the ASD allowable strength of the sections given, including block shear.
A WT6 x 26.5, A992 steel, attached through the flange with six – 1-in Ø bolts as shown in Fig. P3-35.
Determine the LRFD design strength and the ASD allowable strength . Neglect block shear.
A W8 x 40 of A992 steel having two lines of 3/4-in Ø bolts in each flange.There are 3 bolts in each line, 4 in on center.
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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Similar questions
- Determine the LRFD Design strength of sections given. A 36 steel and 3/4-in O bolts (Ans. LRFD 170.42 k, ASD 113.39 k). Include block sheararrow_forwardDetermine the LRFD design strength and the ASD allowable strength of sections given. Neglect block shear. A36 steel and 3/4-in Ø bolts. (Ans. LRFD 170.42 k, ASD 113.39 k)arrow_forwardDetermine the LRFD design strength and the ASD allowable strength . Neglect block shear. A C9 x 20 (Fy = 36 ksi, Fu = 58 ksi) with 2 lines of 7/8-in Ø bolts in the web as shown in Fig. P3-31.arrow_forward
- Determine the effective net area of the L7 x 4 x1/2 shown in Fig. P3-21. Assume the holes are for 1-in Ø bolts.arrow_forwardDetermine the LRFD design strength and the ASD allowable strength of sections given. Neglect block shear. A W18 × 40 consisting of A992 steel and having two lines of 1-in Ø bolts in each flange. There are 4 bolts in each line, 3 in on center. (Ans. LRFD 391.1 k, ASD 260.7 k)arrow_forwardCompute the effective net area of the built-up section shown in Fig. P3-19 if the holes are punched for 3/4-in Ø bolts. Assume U = 0.90.arrow_forward
- Compute the net area. The tension member shown in Fig. P3-13 contains holes for 3/4-in Ø bolts. At what spacing, s, will the net area for the section through one hole be the same as a rupture line passing though two holes?arrow_forwardDetermine the LRFD design strength and the ASD allowable strength . Neglect block shear. A WT8 x 50 of A992 steel having two lines of 7/8-in Ø bolts as shown in Fig. P3-28. There are 4 bolts in each line, 3 in on center.arrow_forwardDetermine the LRFD design strength and the ASD allowable strength . Neglect block shear. A36 steel and 3/4-in Ø boltsarrow_forward
- Determine the effective net cross-sectional area of the C12 x 25shown in Fig. P3-18. Holes are for 3/4 in Ø bolts.arrow_forwardThe tension member shown contains holes for 3/4 –in Øbolts. At what spacing, s, will the net area for the section through one hole be the same as a rupture line passing through two holes?arrow_forwardThe W24x76 beam has holes for 11/2in diameter bolts in the top and bottom flanges as shown. Determine the net area (An)at section A-A.arrow_forward
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