Structural Steel Design (6th Edition)
6th Edition
ISBN: 9780134589657
Author: Jack C. McCormac, Stephen F. Csernak
Publisher: PEARSON
expand_more
expand_more
format_list_bulleted
Concept explainers
Question
Chapter 4, Problem 4.11PFS
To determine
The selection of the lightest
Expert Solution & Answer
Want to see the full answer?
Check out a sample textbook solutionStudents have asked these similar questions
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.
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"
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
Knowledge Booster
Learn more about
Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.Similar questions
- 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. Tuarrow_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
- As 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_forwardQuestion 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_forward
- a) Determine the net area to satisfy block shear check for the plate shown below: PL 4X10 bolts are 8" p 27arrow_forwardDetermine 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_forward
- 14. The maximum number of bolts that can be accommodated in one row is: Boş bırak Каpatarrow_forwardDetermine 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_forward1. An L 178 x 102 x 19 with one line of 20mm diameter bolts in each leg in usual gage as shown. Assume the connection length is 450mm. The pitch distance for the subsequent standard size holes is 75mm. Use ASTM A572M Grade 345 steel materials and : a. Determine the design strength of the member. b. Specify the maximum permitted length of the member as per AISC specifications.) 102mm g g 19mm 178mm L 178 x 102 x 19 Gusset Platearrow_forward
arrow_back_ios
SEE MORE QUESTIONS
arrow_forward_ios
Recommended textbooks for you
- Structural Analysis (10th Edition)Civil EngineeringISBN:9780134610672Author:Russell C. HibbelerPublisher:PEARSONPrinciples of Foundation Engineering (MindTap Cou...Civil EngineeringISBN:9781337705028Author:Braja M. Das, Nagaratnam SivakuganPublisher:Cengage Learning
- Fundamentals of Structural AnalysisCivil EngineeringISBN:9780073398006Author:Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel LanningPublisher:McGraw-Hill EducationTraffic and Highway EngineeringCivil EngineeringISBN:9781305156241Author:Garber, Nicholas J.Publisher:Cengage Learning
Structural Analysis (10th Edition)
Civil Engineering
ISBN:9780134610672
Author:Russell C. Hibbeler
Publisher:PEARSON
Principles of Foundation Engineering (MindTap Cou...
Civil Engineering
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Cengage Learning
Fundamentals of Structural Analysis
Civil Engineering
ISBN:9780073398006
Author:Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:McGraw-Hill Education
Traffic and Highway Engineering
Civil Engineering
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Cengage Learning