Two 3/8 in thick steel plates are fastened "clamped" together by a 1/2 in -13 UNC bolt as shownin the previous figure (i.e. problem 2). When the plates are initially assembled (i.e. before anexternal load is applied), the bolt is tightened to a torque of 57 ft lb. The "screw coefficient offriction" and the "collar coefficient of friction" are μ = μc = 0.15. The collar diameter d. 1.5d.What maximum external load "F" can be applied to the bolted connection if the minimumallowable clamping force "F" is 2000 lb? The elastic modulus for the bolt is E₂ = 30 x106 psi andthe elastic modulus for the plates is E₁ = 26 x10 psi. (Hint: Use Equation 10.14 Pg 401(Textbook) and Figure 10.28 Pg 402 (Textbook) to determine the bolt stiffness k, and the clampedmember stiffness k. Assume that the threads stop immediately above the nut.)Ans. Fe 6131 lb d₁30°Conical effectiveclamped volumed3-(Hexagonal bolthead and nut)

I have attached the images below Explanation:

Answered: Two 3/8 in thick steel plates are…

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter2: Axially Loaded Members

Section: Chapter Questions

Problem 2.5.31P

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