Structural Steel Design (6th Edition)
6th Edition
ISBN: 9780134589657
Author: Jack C. McCormac, Stephen F. Csernak
Publisher: PEARSON
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Chapter 3, Problem 3.29PFS
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 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)
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 of sections given. Neglect block shear. A36 steel and 3/4-in Ø bolts. (Ans. LRFD 170.42 k, ASD 113.39 k)
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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- Determine 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_forwardDetermine 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 . 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_forward
- GIVEN: PL ⅜ x 5 ½ of A242 steel ⅜ - inch thick gusset plate A242 steel ¾ - inch diameter bolts REQUIRED: The nominal block shear strength of the tension memberarrow_forwardGIVEN: WT8 x 13 of A992 steel ⅞-inch diameter bolts REQUIRED: The nominal block shear strengtharrow_forwardDetermine 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_forward
- An L6 × 6 × 1/2 is used as a tension member, with one gage line of 3/4-in Ø bolts in each leg at the usual gage location (see Table 3.1). What is the minimum amount of stagger, s, necessary so that only one bolt need be subtracted from the gross area of the angle? Compute the net area of this member if the lines of holes are staggered at 3 in. (Ans. s=4.77 in, An = 5.05 in^2)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_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
- The 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_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_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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