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 3.8PFS
To determine
The net area of the given built-up section.
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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)
2 in
8 in
3 in
24 in
FIGURE P3-13
Calculate the capacity of the shear connection below. A36 Plate: Fyp= 248MPa, Fup= 400MPa. A992 Beam; Fyb= 345MPa, Fub= 450MPa. Fexx= 480MPa. twb= 10.92mm
tp= 12, X= 45, nr= 3(no. of bolts)
What is the shear yielding capacity of shear plate in kN?
What is the shear rupture capacity of the shear plate in kN?
What is the block shear rupture capacity of shear plate in kN?
What is the weld capacity in kN?
Calculate the capacity of the shear connection below. A36 Plate: Fyp= 248MPa, Fup= 400MPa. A992 Beam; Fyb= 345MPa, Fub= 450MPa. Fexx= 480MPa. twb= 10.92mm
tp= 12, X= 45, nr= 3(no. of bolts)
What is the bolt shear capacity in kN?
What is the bearing capacity of the shear plate in kN?
What us the bearing capacity of the beam in kN?
What is the shear yielding capacity of shear plate in kN?
What is the shear rupture capacity of the shear plate in kN?
What is the block shear rupture capacity of shear plate in kN?
What is the weld capacity in kN?
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
- A36 steel is used for the tension member shown in Figure P3.4-1. a. Determine the nominal strength based on the gross area. b. Determine the nominal strength based on the net area. PL % x12 2" 4" 4" 2" 4-in.-diameter bolts FIGURE P3.4-1arrow_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_forwardThe 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 inarrow_forward
- 3-11. The 7/8 x 14 plate shown in Fig. P3-11. The holes are for 7/8-in Ø bolts. (Ans. 10.54 in?) |3 in 14 in 1늘 in 2 in LPL x 14 FIGURE P3-11 -le -learrow_forwardProblem 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_forwardThe 3/4 in x 15 in plate has staggered holes as shown. The holes are for 7/8 in F bolts. Determine the smallest net area (An)arrow_forward
- The following image shows a front and side view of the column connection. The bolts have a diameter of ¾”. The W12X65 profile has a thickness of 0.605”. Determine: a. The shear stress in the bolts. Answ. 11.81 ksi b. The axial stress in the bolts. Answ. 23.62 ksi c. The support stress in the W12X65 profile. 11.50 ksiarrow_forward3-28. A WT8×50 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. FIGURE P3-28 - WT 8 X 50arrow_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_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_forwardProblem 1: Two plates will be connected to each other though the bolt connection or weld connection to resist the tension loads, including the dead load Ta=100 kips, the live load T=20 kips, and the wind load Tw-40 kips. Determine the design load for designing the connectionarrow_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
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