Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN: 9781337094740
Author: Segui, William T.
Publisher: Cengage Learning
expand_more
expand_more
format_list_bulleted
Question
Chapter 7, Problem 7.4.2P
To determine
(a)
The specifications of all spacing and edge distance.
To determine
(b)
The nominal strength of the connection.
Expert Solution & Answer
Trending nowThis is a popular solution!
Students have asked these similar questions
The tension member is a PL 1⁄2 × 6. It is connected to a 3⁄8-inch-thick gusset plate with 7⁄8-inch-diameter bolts. Both components are of A242 steel.
Note:
A242 Fu = 70ksi
dh = db + 1/16’’
Use: Consider deformation at the bolt hole
what is the:
minimum spacing as per AISC code provisions
maximum spacing as per AISC code provisions
minimum edge distance as per AISC code provisions
maximum edge distance as per AISC code provisions
A double-angle shape is shown in the figure. The steel is
A36, and the holes are for 2-inch-diameter bolts.
Assume that A₂ = 0.75An.
Ae
1
2
Determine the design tensile strength for LRFD.
Determine the allowable strength for ASD.
CIVIL ENGINEERING
- STEEL DESIGN
AL
Section
2L5 x 3 x 516 LLBB
The splice plates shown in Figure 2 are 1/2-inch-thick.
How many 7/8-inch-diameter, Group B bolts are required? The given load consists of 30% dead
load and 70% live load. A36 steel is used. Threads are not excluded from the shear plane.
90 k
Figure 2
a. Use LRFD.
b. Use ASD.
% in.
90 k
Chapter 7 Solutions
Steel Design (Activate Learning with these NEW titles from Engineering!)
Ch. 7 - Prob. 7.3.1PCh. 7 - Prob. 7.3.2PCh. 7 - Prob. 7.4.1PCh. 7 - Prob. 7.4.2PCh. 7 - Prob. 7.4.3PCh. 7 - Prob. 7.4.4PCh. 7 - Prob. 7.4.5PCh. 7 - Prob. 7.4.6PCh. 7 - Prob. 7.6.1PCh. 7 - Prob. 7.6.2P
Ch. 7 - Prob. 7.6.3PCh. 7 - Prob. 7.6.4PCh. 7 - Prob. 7.6.5PCh. 7 - Prob. 7.6.6PCh. 7 - Prob. 7.7.1PCh. 7 - Prob. 7.7.2PCh. 7 - Prob. 7.7.3PCh. 7 - Prob. 7.8.1PCh. 7 - Determine the adequacy of the hanger connection in...Ch. 7 - Prob. 7.9.1PCh. 7 - Prob. 7.9.2PCh. 7 - Prob. 7.9.3PCh. 7 - Prob. 7.9.4PCh. 7 - Prob. 7.9.5PCh. 7 - Prob. 7.11.1PCh. 7 - Prob. 7.11.2PCh. 7 - Prob. 7.11.3PCh. 7 - Prob. 7.11.4PCh. 7 - Prob. 7.11.5PCh. 7 - Prob. 7.11.6PCh. 7 - Prob. 7.11.7PCh. 7 - Prob. 7.11.8PCh. 7 - Prob. 7.11.9PCh. 7 - Prob. 7.11.10P
Knowledge Booster
Similar questions
- 2.) Compute the tensile capacity for the ½ inch thick plate shown. The bolts are 4 inch diameter high strength bolts. The steel is A36. -Pt 1arrow_forwardThe tension member is a PL 12 x 6. It is connected to a 38-inch-thick gusset plate with 7/8-inch-diameter bolts. Both components are of A242 steel. Note: A242 Fu = 70ksi dh = db + 1/16" Use: Consider deformation at the bolt hole 3" PL ... PL ½x 6 12" 24" 24" 12" a. What is the minimum spacing as per AISC code provisions Round your answer to 3 decimal places.arrow_forwardA 15" x 3/8" bar of A572 Gr. 50 steel is used as a tension member. It is connected to a gusset plate with 7/8-in diameter bolts as shown in the figure. Use s = 2.0 and g = 3.0.a) Determine the design tensile strength of the section based on yielding of the gross area.b) Determine the critical net area of the connection shown.arrow_forward
- Considering the following steel connection. The plates in Pink are 9mm steel plates. The middle plate (Yellow) is 18mm thick. The width of the plate is 100mm. The maximum allowable tension stresses on any of the plates is 100Mpa in Gross Area Yielding and 150 Mpa for Net Area or Tension Rupture. The bolts used are 8mm in diameter, the holes are 10mm in diameter, no need to add 1.6mm. The bolts allow a maximum of 280 Mpa of shear. Determine the maximum allowable "P" of the connection in kN.arrow_forwardFor the tension member shown, compute the following. a) The tensile design strength. b) The allowable tensile strength. PL x8 A36 steel -12" -Weld FIGURE P3.3-2 |arrow_forward3. A plate with width of 300mm and thickness of 20mm is to be connected to two plates of the same width with half the thickness by 24mm diameter bolts, as shown. The rivet holes have a diameter of 2mm larger than the rivet diameter. The plate is A36 steel with yield strength F,-248MPa and ultimate strength F,-400MPa. a. Determine the design strength of the section. b. Determine the allowable strength of the section 24mm 30mmarrow_forward
- Problem # 6.0 For the tension member shown, compute the tensile design strength. Weld -6" PL 4X6 A36 steelarrow_forwardA double-angle shape is shown in the figure. The steel is A36, and the holes are for 1/2-inch-diameter bolts. Assume the Ae = 0.75An. Section 215 x 3 x %6 LLBB Determine the design tensile strength for LRFD. Select one: а. 66 b. 156 c. 78 d. 132arrow_forwardFor the tension member shown, compute the following. a. The tensile design strength. b. The allowable tensile strength. Weld PL 14 x 6 A36 steelarrow_forward
- ACTIVITY 1. A PL %x7 tension member is connected with three 1-inch-diameter bolts, as shown in Figure P3.2-1. The steel is A36. Assume that A. = A, and compute the following. a. The design strength for LRFD. b. The allowable strength for ASD. PL % x7 O O FIGURE P3.2-1arrow_forwardThe tension member is a PL 1⁄2 × 6. It is connected to a 3⁄8-inch-thick gusset plate with 7⁄8-inch-diameter bolts. Both components are of A242 steel. Note: A242 Fu = 70ksi dh = db + 1/16’’ Use: Consider deformation at the bolt holearrow_forwardsubject: Steel Design 1. A992 steel is used for the tension member shown. The bolts are 3/4 inch in diameter. The connection is to a 3/8 in.thick gusset plate. a. Determine the nominal strength based on the gross area. b. Determine the nominal strength based on the effective net are.arrow_forward
arrow_back_ios
SEE MORE QUESTIONS
arrow_forward_ios
Recommended textbooks for you
Steel Design (Activate Learning with these NEW ti...Civil EngineeringISBN:9781337094740Author:Segui, William T.Publisher:Cengage Learning
Steel Design (Activate Learning with these NEW ti...
Civil Engineering
ISBN:9781337094740
Author:Segui, William T.
Publisher:Cengage Learning