Structural Steel Design (6th Edition)
6th Edition
ISBN: 9780134589657
Author: Jack C. McCormac, Stephen F. Csernak
Publisher: PEARSON
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Chapter 4, Problem 4.9PFS
To determine
The lightest section of
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Determine the net tensile area for the connection plate shown.
Use a 3/8" plate with 3/4" bolts with standard holes
5"
2"
3.
3"
2"
O
2.5" typ.
5" 1,2
Compute the net area.
The 1 x 10 plate shown in Fig. P3-10.The holes are for 7/8-in Ø bolts.
4-10. Determine the maximum factored tensile force that can be applied as shown in Figure 4-34
and based on the following:
- gusset
plate
-L3x3x/4
¾1
%" bolts-
1½/2"
3"
FIGURE 4-34 Detail for Exercise 4-10
a. Capacity of the angle in tension only, and
b. Capacity of the angle in block shear.
The angle is ASTM A992, grade 50.
Tu
Chapter 4 Solutions
Structural Steel Design (6th Edition)
Ch. 4 - Prob. 4.1PFSCh. 4 - Prob. 4.2PFSCh. 4 - Prob. 4.3PFSCh. 4 - Prob. 4.4PFSCh. 4 - Prob. 4.5PFSCh. 4 - Prob. 4.6PFSCh. 4 - Prob. 4.7PFSCh. 4 - Prob. 4.8PFSCh. 4 - Prob. 4.9PFSCh. 4 - Prob. 4.10PFS
Ch. 4 - Prob. 4.11PFSCh. 4 - Prob. 4.12PFSCh. 4 - Prob. 4.13PFSCh. 4 - Prob. 4.14PFSCh. 4 - Prob. 4.15PFSCh. 4 - Prob. 4.16PFSCh. 4 - Prob. 4.17PFSCh. 4 - Prob. 4.18PFSCh. 4 - Prob. 4.19PFSCh. 4 - Prob. 4.20PFSCh. 4 - Prob. 4.21PFSCh. 4 - Prob. 4.22PFSCh. 4 - Prob. 4.23PFSCh. 4 - Prob. 4.24PFSCh. 4 - Prob. 4.25PFSCh. 4 - Prob. 4.26PFS
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- B) The L6 x 4 x 1/2 single angle shown has two rows of bolts. Each leg has one row (one line) of 5/8 in D bolts in each leg as shown. The bolts are spaced in the perpendicular direction to the load as shown. Determine the net area (An) 2,5 3.5 2.5 15 *** L6x4x1/2 il 5/8 & diameter bolts Section # 4 A 16 ++ O O O 1 O O Elevation * 2.5 V * 3,5" ( ✓ Pu 2.5" 1.5"arrow_forwardCompute the net area. The plate 7/8 x 14 shown in Fig. P3-11. The holes are for 7/8-in Ø bolts.arrow_forwardProblem 3.. for 7/8 in bolts. . Compute the net area for the 7/8 x 12 plate shown below. The holes are 2 in O 3 in 3 in 4 in 3 in 2 in PL 7/8 x 12 12 in-arrow_forward
- Question No.3: Determine the maximum tensile force, Pu, that can be applied to the connection shown in figure below based on the bolt strength; assume ASTM A36 steel for the following bolt types in standard holes: Check every limit state. a. 1-in.-diameter A325N, b. 7/8-in.-diameter A490X. 3" 3" 1½" /" plate ½P, P ½P. /" platearrow_forwardAs a structural steel detailer, you are required to draw Detail A of the water tank support shown in Figure 1, using scale 1:5. Include the members, bolts and gusset plate. The vertical members are 100x100x10 angle connected to 10mm gusset plates with 5 bolts. The horizontal members are 100x100x10 angle connected with 2 bolts at each connection. The diagonal members are 70x70x10 angle connected with 2 bolts at each connection. All bolts are M20 Grade 4,6 bearing bolts placed at standard recommended bolt pitches and end distances, unless otherwise indicated.arrow_forwardThe bolted connection shown in Figures is connected with 3/4-in-diameter bolts in standard holes. The plate material is A36 steel. By using strength level design (LRFD), find the available tensile strength of the plates. u=0.8 (5)-¾" bolts 4" C12× 20.7 | 4½" ,3" , 4½" |arrow_forward
- Determine the maximum safe load T that the splice connection can resist using LRFD. The bolts are 16mm diameter with oversized holes. The two plates at the left are both PL300X10 and the plate at the right is PL300X16. Use A-50 steel. 40 40 60 90 90 60arrow_forwardDetermine the spacing of the bolts.arrow_forwarda) Determine the net area to satisfy block shear check for the plate shown below: PL 4X10 bolts are 8" p 27arrow_forward
- Determine the critical net width for the staggered bolted connection as shown in the figure below. The diameter of the bolts is 19 mm. Use depth 4y = 200 mm. %3D x = 0.8y A y y E.arrow_forward14. The maximum number of bolts that can be accommodated in one row is: Boş bırak Каpatarrow_forwardAngle Bolted Connection. The L6 x 31/2 × 5/16. -in angles, shown in Figure, The bolts are 3/4 inch in diameter. If A36 steel is used. All components are grade 36 steel. Find design tension strength? 1.5" 1.5" 24" 2"arrow_forward
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