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 3.23PFS
To determine
The effective net area of the
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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.
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
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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. 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_forward1arrow_forwardCompute the net area. The 1 x 10 plate shown in Fig. P3-10.The holes are for 7/8-in Ø bolts.arrow_forward
- 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 rup- ture line passing though two holes? (Ans. 3.24 in) 2글 in' 8 in 3 in 2늘 intarrow_forwardDetermine the effective net cross-sectional area of the C12 × 25 shown in Fig. P3-18. Holes are for 3/4 in Ø bolts. 1 in И И 3 in O O O 5 in O O O 3 in ttete All 2 in FIGURE P3-18 -/2 INarrow_forwardPlease answer with complete details. Thank you. A = 8 B = 3 C = 2arrow_forward
- 3-9. The 1 x 8 plate shown in Fig. P3-9. The holes are for -in Ø bolts. (Ans. 6.44 in?) 3 in 3 in 8 in - 2 in 1 in PL 1 x 8arrow_forwardDetermine the LRFD design strength and the ASD allowable strength. Neglect block shear. A36 steel and 7/8-in Ø bolts N VA N SZ 2-MC 12 x 40 00 K All 2 in 2 in 3-in 3/in 2/inarrow_forwardA992 steel is used for the tension member shown. The bolts are ¾ inch in diameter. The connection is to a ⅜ inch thick gusset plate. A. Determine the nominal strength based on the gross area. B. Determine the nominal strength based on the effective net area.arrow_forward
- Problem 1 Given the double splice connection shown made up of 6mm x 150mm steel plates with double row of 19mm diameter bolts. O = 552.93 MPa , t= 207MPA and op = 552.93 MPa a. Compute the tensile force of the steel plates ANS b. Compute the number of 19mm diameter bolts from shear ANS c. Compute the number of 19mm diameter bolts from bearing ANS d. Compute the number of 19mm diameter bolts for the connection ANS 150mm 6mmarrow_forwardQUESTION 6 3. check the capacity of the shear connection. A992: Fy=50ksi, Fu=65ksi A36: Fy=36ksi, Fu=58ksi effective bolt hole diameter = bolt hole + 1/16" beam properties: tw=0.295 in. Fexx=70ksi what is the bearing capacity of the shear plate in kips? (2 decimal places)arrow_forwardCompute the net area of the given member.arrow_forward
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