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 3.12PFS
To determine
The net area of given members.
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Compute the net area.
The 1 x 10 plate shown in Fig. P3-10.The holes are for 7/8-in Ø bolts.
A) 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
*
Compute the net area of each given members.
1.
PLx 8
in Ø bolts
2.
in O bolts
W12 x 40-
-PL를 x 14
3.
WT15 x 45
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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- 8. Determine the effective net area of the W 16 x 40 shown. Assume the holes are for ¾ in diameter bolts. W16 X 40 in Ø bolts PA % 12 121 All 3 inarrow_forwardA C7 steel x 9.8 tension member is connected to a ⅜ inch thick gusset plate as shown. Both the member and the gusset plate are A36 steel. Compute the available block shear strength of the tension member.arrow_forwardCompute the net area of each of the given members.arrow_forward
- 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)arrow_forwardPlease answer with complete details. Thank you. A = 8 B = 3 C = 2arrow_forward7. Compute the tensile capacity for the A36 steel plate shown. Bolts are 7/8 in diameter. Neglect block shear. 4 3" A B e C D 3″ E @ F H Plate 15" xarrow_forward
- Subject: Steel design- Bolted Steel Connection *Use NSCP 2015 formula/guide to solve this problem *Use Handwrittenarrow_forwardDetermine the LRFD design strength and the ASD allowable strength of sections given. Neglect block shear. A36 steel and 3/4-in Ø bolts 1.4 in 2 in A BQ 3 in 0.650 in 0.400 in 0.400 in- + 9 in C15 х 33.9 3 in QE 3 in 1.4 in 2 in 0.650 in (a) (b) (c)arrow_forwardThe L7 x 4 x 1/2 single angle has two lines of bolts in the long leg as shown (See Figure). The U value for this section is : A)0.935 B)0.923 C)0.887 D)0.765arrow_forward
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