A slip collar with weight W = 150 pounds falls from a height h = 2 inch. Towards a flange located at the bottom of a vertical slender bar. The bar has a length L = 4 feet and a section area transversal A = 0.75 in2 and its modulus of elasticity is E = 30 x 106 psi. Calculate the following amounts: a) the maximum downward displacement of the flange b) The maximum tensile stress in the bar c) The impact factor. A slip collar with weight W = 150pounds falls froma heighth = 2 inch. Towards a flange located at the bottomofa vertical slender bar.The bar has alength L = 4 feet and a section areatransversal A= 0.75in2 and its modulus ofelasticity isE = 30 x 106 psi.Calculate the following amountsa) the maximum downward displacement ofthe flangeb) Themaximum tensile stressinthe barc) Theimpact factor.

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A slip collar with weight W =150 pounds fallsfrom a heighth = 2inch. Towards a flange located at the bottom ofa vertical slender bar. The bar has alengthL =4 feet and a section area transversal A= 0.75 in2 and its modulus ofelasticity is E = 30 x 106 psi. Calculate the following amounts a) the maximum downward displacement ofthe flange bị Themaximum tensile stress inthe bar

A slip collar with weight W =150 pounds fallsfrom a heighth = 2inch. Towards a flange located at the bottom ofa vertical slender bar. The bar has alengthL =4 feet and a section area transversal A= 0.75 in2 and its modulus ofelasticity is E = 30 x 106 psi. Calculate the following amounts a) the maximum downward displacement ofthe flange bị Themaximum tensile stress inthe bar

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter8: Applications Of Plane Stress (pressure Vessels, Beams, And Combined Loadings)

Section: Chapter Questions

Problem 8.5.11P: The hollow drill pipe for an oil well (sec figure) is 6,2 in. in outer diameter and 0.75 in. in...

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