Applied Statics and Strength of Materials (6th Edition)
6th Edition
ISBN: 9780133840544
Author: George F. Limbrunner, Craig D'Allaird, Leonard Spiegel
Publisher: PEARSON
expand_more
expand_more
format_list_bulleted
Videos
Textbook Question
Chapter 19, Problem 19.17SP
Calculate the allowable tensile load for the butt joint shown. The fasteners are 20-mm-diameter A325-N high-strength bolts and the plates are ASTM A36 steel.
Expert Solution & Answer
Trending nowThis is a popular solution!
Students have asked these similar questions
Determine the safe tensile load for bolts of
(a)M 17and
(b) M 26. Assume that the bolts are not initially stressed and take the safe tensile stress as 305MPa.
Determine the safe tensile load for bolts of
(a) M 17 and
(b) M 26.
Assume that the bolts are
not initially stressed and take the safe tensile stress as 305 MPa
3. An M16 x 2 bolt with a slotted hex nut is used to clamp together two 25 mm steel plates. The joint
is assembled with a size 16 N washer underneath the bolt head. The bolt is a 5.8 class metric grade,
with a proof strength of 380 MPa. The joint is intended to be permanent. Determine a suitable length
for the bolt, rounded up to the nearest standard size in millimeters. Calculate the bolt stiffness, the
elongation of the bolt after the necessary preload is developed, and the bolt torque required to apply
the preload. Assume that coefficients of friction between the bolt, nut, and collar are all ~0.15. For
steel, use E = 207 GPa.
Standard threaded fastener lengths, dimensions of hexagonal nuts, and dimensions of metric plain
washers are provided in the textbook appendices.
Chapter 19 Solutions
Applied Statics and Strength of Materials (6th Edition)
Ch. 19 - Prob. 19.1PCh. 19 - Rework Problem 19.1 assuming a bearing-type...Ch. 19 - Rework Problem 19.1 assuming a bearing-type...Ch. 19 - Compute the allowable tensile load for the...Ch. 19 - Rework Problem 19.4 assuming a bearing-type...Ch. 19 - Rework Problem 19.4 assuming that the bolts are 34...Ch. 19 - Select the number and arrangement of 34 in....Ch. 19 - Calculate the allowable tensile load for the...Ch. 19 - In the connection shown, 14 in. side and end...Ch. 19 - Design the fillet welds parallel to the applied...
Ch. 19 - A fillet weld between two steel plates...Ch. 19 - Design an end connection using longitudinal welds...Ch. 19 - Calculate the allowable tensile load for the butt...Ch. 19 - Calculate the allowable tensile load for the lap...Ch. 19 - Calculate the allowable tensile load for the butt...Ch. 19 - Rework Problem 19.10 assuming that both plates are...Ch. 19 - Rework Problem 19.12 assuming that the angle is an...Ch. 19 - Two ASTM A36 steel plates, each 12 in. by 12 in. ,...Ch. 19 - Rework Problem 19.20 changing the fasteners to 34...Ch. 19 - Calculate the minimum main plate thickness for the...Ch. 19 - A roof truss tension member is made up of 2L6412...Ch. 19 - Rework Problem 19.23 changing the fasteners to six...Ch. 19 - Determine the allowable tensile load that can be...Ch. 19 - The welded connection shown is subjected to an...Ch. 19 - In Problem 19.26, use a 38 in. fillet weld, change...
Knowledge Booster
Learn more about
Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, mechanical-engineering and related others by exploring similar questions and additional content below.Similar questions
- Which of the following is the permissible working stress in psi of UNC bolts that has a stress area of 0.4 sq. in if material used is carbon steel with C = 5000?arrow_forwardTe - Effective throat thickness well in mm = 6 sin45° Consider the following drawing in which plate 1 is welded onto plate 2 as shown for tensile and shear loading. The plates are fillet welded with a weld thickness of 6 mm as shown for a length of 150 mm. The plates have an ultimate strength of 275 MPa and the welding was done with F70 welding electrodes, which possesses an ultimate strength of 483 MPa. Consider a partial factor of safety of 1.7 for the welded joint and determine the design strength of the weld joint, both in tension (Tdw) and in shear (Vdw) due to the forces acting on it. a) Determine the design strength of the following weld in tension ( ) due to vertical forces. b) Determine the design strength of the weld in shear ( ) due to horizontal forces. Attached pic is shear equation for calculation Tension equation for calculation is: Tdw = FyLwte /Ymwarrow_forwardSketch a V-grooved butt joint, and label all of the joint's dimensions.arrow_forward
- A 30-mm thick AISI 1020 steel plate is sandwiched between two 20-mm thick2024-T3 aluminum plates and compressed with a bolt and nut with no washers. The boltis M12 × 1.75, property class 9.8. Draw a sketch of the joint and,(a) Determine a suitable length for the bolt, rounded up to the nearest 5 mm. (b) Determine the bolt stiffness.(c) Determine the stiffness of the members and joint stiffness.arrow_forwardQuestion 01: Draw and label any screw thread and a fastener separately. Also, discuss the types of stresses acting on screw threads and fasteners.arrow_forwardTwo 1/4 in × 8 in A36 steel plates are joined with a lap joint using 3/4 in A325-N bolts. If a concentric unfactored live load of 50 kips (dead load = 0) is required to be resisted by the connection and the bolt shear strength controls the design, the minimum required number of bolts is?arrow_forward
- 4. With tai yield strength of 393MP. JE the factor of safety is 4, calculate the allowable force E Strength of 210MPA. If the factor of safety is 4, calculate the key length. Note: fore circular shape welding A = 1.414 zhr J, = 2 nr F -045 930arrow_forward5. A triple riveted lap joint with zig-zag riveting is to be designed to connect two plates of 6 mm thickness. Determine the dia. of rivet, pitch of rivets and distance between the rows of rivet. Indicate how the joint will fail. Assume : o, = 120 MPa ; t = 100 MPa and o, = 150 MPa. %3D [Ans. d = 14 mm ; p = 78 mm; pb = 35.2 mm] %3Darrow_forwardCalculate external support reactions, and the forces on the internal joints.arrow_forward
- A bolted joint consists of 40-mm thick AISI 1020 steel plate sandwiched between two 12-mm thick aluminum plates and compressed with a bolt and nut with no washers. The bolt is M14x 2, property class 5.8. (a) Determine a suitable length for the bolt, rounded up to the nearest 5 mm. (b) Determine the bolt stiffness. (c) Determine the stiffness of the members. (d) Determine the joint stiffness constantarrow_forwardDetermine the safe tensile load for fine series bolts of (a) M 24and (b) M 38. Assume that the bolts are not initially stressed and take the safe tensile stress as 450MPa.arrow_forwardPre-tensioning of a bolted joint is used to (a) strain harden the bolt head (b) decrease stiffness of the bolted joint (c) increase stiffness of the bolted joint (d) prevent yielding of the thread rootarrow_forward
arrow_back_ios
SEE MORE QUESTIONS
arrow_forward_ios
Recommended textbooks for you
Welding: Principles and Applications (MindTap Cou...Mechanical EngineeringISBN:9781305494695Author:Larry JeffusPublisher:Cengage Learning
Welding: Principles and Applications (MindTap Cou...
Mechanical Engineering
ISBN:9781305494695
Author:Larry Jeffus
Publisher:Cengage Learning
Differences between Temporary Joining and Permanent Joining.; Author: Academic Gain Tutorials;https://www.youtube.com/watch?v=PTr8QZhgXyg;License: Standard Youtube License