Applied Statics and Strength of Materials (6th Edition)
Applied Statics and Strength of Materials (6th Edition)
6th Edition
ISBN: 9780133840544
Author: George F. Limbrunner, Craig D'Allaird, Leonard Spiegel
Publisher: PEARSON
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Chapter 19, Problem 19.16SP

Calculate the allowable tensile load for the lap joint shown. The fasteners are 25-mm-diameter A325-X high-strength bolts. The plates are ASTM A36 steel.

Chapter 19, Problem 19.16SP, Calculate the allowable tensile load for the lap joint shown. The fasteners are 25-mm-diameter

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Question 01: Draw and label any screw thread and a fastener separately. Also, discuss the types of stresses acting on screw threads and fasteners.
Te - 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 /Ymw
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.

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Applied Statics and Strength of Materials (6th Edition)

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