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 3.13PFS
To determine
The spacing s between the holes.
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Question 3)
The tension member shown in Figure 1 contains holes for in. bolts. 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?
24 in
3 in
8 in
2 in
Figure 1.
The tension member shown in Figure P3-14 contains holes for 7/8-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?
2 in
3 in
10 in
3 in
2 in
SITUATION 1
The tension member shown in the figure 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?
2 in
3 in
10 in
3 in
2 in
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
- Two steel plate tension members have been connected using 0.72 inch diameter bolts arranged in an equally-spaced 9 by 3 rectangular formation. Both plates have a thickness equal to 1/3 in. Take shear fracture stress as 51.2 ksi, clear distance for each edge bolt as 0.12 in, and the clear distance for the other bolts as 1.072 in. a)Sketch the connection showing all the details and measurements with units. b)Find the maximum allowable service dead load and live load assuming live load is half as much as dead load. Consider ASD.arrow_forwardThe tension member shown 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 through two holes? 2글 in: 3 in 2 in 8 inarrow_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_forward
- Please explainarrow_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_forwardGiven: Compute A,, and A, for a 14-in.-wide and ½-in.-thick plate subject to tensile loading with staggered holes as shown in Figure ½" thick- P 2.00" 3.00 4.00 3.00 2.00 A B EF O s=2.50" D G 34" bolts in 13/16" holes Parrow_forward
- Please answer with complete details. Thank you. A = 1 B = 1 C = 2arrow_forwardSubject: Steel design- Bolted Steel Connection *Use NSCP 2015 formula/guide to solve this problem *Use Handwrittenarrow_forwardA) The 3/4 in x 15 in plate has 4 rows (or horizontal lines) of bolts. Each row has 3 bolts. The bolt diameter is 7/8 in. Determine the gross area (Ag) and the net area (An) 3/4 15 O O O O O O Q O O 3" 3 27 3 784 Bolts Pet *arrow_forward
- 1arrow_forwardThe 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 rup- ture line passing though two holes? (Ans. 3.24 in) 2 in 8 in 3 in 24 in FIGURE P3-13arrow_forwardP-016 Given: R=4m W = 3 kN/m Allowable bolt shear stress, fv = 135 MPa Bolts at "a" and "b" are in single shear. Bolt "c" is in double shear. O O O O 8.94 O What is the required bolt diameter at B in mm? * 10.45 6.32 5.22 13.66 B A 8.50 W = 3 kN/m R=4 Compute the reaction at A in kiloNewtons. *arrow_forward
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