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 20, Problem 20.2P

Calculate the tensile stresses developed (circumferential and longitudinal) in the walls of a cylindrical boiler 2 m in diameter with a wall thickness of 13 mm. The boiler is subjected to an internal gage pressure of 1 MPa.

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A 28mm diameter round steel bar is 0.4m long. It is placed concentrically within a brass tube which has an outside diameter of 40mm and an inside diameter of 30mm. The length of the brass tube exceeds that of the round steel bar by 0.12mm. Rigid plates are placed on the ends of the tube through which an axial compressive force is applied to the compound bar. Determine the compressive stresses in the bar and tube due to force of 60 kN. Use 200 GPa for modulus of elasticity of steel and 90 GPa for modulus of elasticity of brass.
The wall thickness of a 1.2 m diameter spherical tank is 1.6875 mm. Calculate the allowable internal pressure if the stress is limited to 55 MPa. If i will get the same answer again I will report and downvote.
The pressure tank shown is fabricated from 1/8-in steelplate. Calculate the allowable internal pressure if thecircumferential and longitudinal stresses are limited to20 ksi and 10 ksi, respectively.Answer: p= ___________________
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