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 3.7PFS
To determine
The Net area of the given member,
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A W18 × 35 with two holes in each flange and one in the web, all for 7/8-in Ø bolts. Compute the net area of each of the given members. (Ans. 8.30 in^2)
Determine the net area W12 x 16 1Ag = 4.71 in 22 of the shown in Fig. 3.7, assuming that the holes are for 1-in bolts.
Compute the net area.
The 6 x 4 x 1/2 angle shown has one line of 1-in Ø bolts in each leg.The bolts are 4-in on center in each line and are staggered 2 in with respect to each other.
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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- Compute the net area of each of the given members. An L8 x 4 x 3/4 with two lines of Ø bolts in the long leg and one line ofØ bolts in the short leg.arrow_forwardDetermine 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.arrow_forwardDetermine 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_forward
- 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.arrow_forwardCompute the net area. The tension member shown in Figure P3-14 contains holes for 1-in Ø bolts.At what spacing, s, will the net area for the section through two holes be the same as a rupture line passing through all three holes?arrow_forwardAn L8 × 4 × 3/4 with two lines of 3/4-in Ø bolts in the long leg and one line of 3/4-in Ø bolts in the short leg. Compute the net area of each of the given members. (Ans. 6.52 in^2)arrow_forward
- 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.arrow_forwardCompute 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_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
- Compute the net area. The 1 x 10 plate shown in Fig. P3-10.The holes are for 7/8-in Ø bolts.arrow_forwardDetermine the effective net cross-sectional area of the C12 x 25shown in Fig. P3-18. Holes are for 3/4 in Ø bolts.arrow_forwardDetermine the LRFD design strength and the ASD allowable strength . Neglect block shear. A W18 x 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.arrow_forward
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