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 3.15PFS
To determine
The least value of stagger and net area of the given member.
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An is used as a tension member, with 7/8-in Ø bolts in each leg atthe usual gage location (see Table 3.1). Two rows of bolts are used in the long leg,and one in the short leg. Determine the minimum stagger, s, necessary so that onlytwo holes need be subtracted in determining the net area. What is the net area?
An L 175 x 175 x 20 is used a tension member, with one gage line of 22 mm bolts in each leg at the usual gage location (where g=100 mm).
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 90 mm.
The L6 x 4 x 1/2single angle shown has one line of 5/8 in bolts in each leg as shown. The bolts are spaced at 4 in in each line as shown (staggered at 2 in with respect to each other). Determine the net area (An)
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
- 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.arrow_forwardAn L 175 x 175 x 20 is used a tension member, with one gage line of 22 mm bolts in each leg at the usual gage location (where g=100 mm). What is the minimum amount of stagger, "s", necessary so that only one bolt need be subtracted from the gross area of the angle? (Key Answer: 134.20 mm)arrow_forwardAn L 175 x 175 x 20 is used a tension member, with one gage line of 22 mm bolts in each leg at the usual gage location (where g=100 mm and s=134.20 mm). Compute the net area of this member if the lines of holes are staggered at 90 mm.arrow_forward
- 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_forwardPlease show where to cut each section. For support reactions I got Ax=0 , Ay = 40.5, and By= 81. Thank youarrow_forwardCompute the net area of each of the given members. A pair of Ls 4 x 4 x1/4 with one line of 3/4 Ø bolts in each leg.arrow_forward
- An 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_forwardAn 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_forwardThe tension member shown in the figure 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? (Ans. 3.24 in)arrow_forward
- Determine the net area along route ABCDEF for the C15 x 33.9 (Ag = 10.00 in2) shown in Fig. 3.8.Holes are for 3/4 in bolts.arrow_forwardThe 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_forward20 - How are wheels and shafts joined? A) WedgeB) by pinC) by boltD) by pressingE) with tight fitarrow_forward
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