P15.63 A pipe with an outside diameter of 220 mm and awall thickness of 5 mm is subjected to the load shown in FigureP15.62/63. The internal pressure in the pipe is 2,000 kPa. Deter-mine the normal and shear stresses on the side of the pipe atpoint K.700 mm40°25 KNHK1,500 mmX

Given Data: Pipe outside Diameter do=220 mm=0.22 mPipe wall thickness t=5 mmInternal pressure in…

Answered: P15.63 A pipe with an outside diameter…

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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Calculate the diameter of a pressure vessel of thickness 0.04 m and the inside pressure is 20 mpa. Assume the permissible stress of the vessel is 100 mpa.
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The cover of a cylindrical pressure vessel made of cast iron is shown in fig.1 The inner diameter of the cylinder is 500 mm and the internal pressure is limited to 2MPa. The cover is fixed to the cylinder by means of 16 bolts with a nominal diameter of 20 mm. Each bolt is initially tightened with a preload of 20 KN. The bolts are made of steel FeE250 (S yt = 250 N/ mm 2 ). Assume. E for steel = 207 KN/mm 2 ,E for cast iron = 100 KN/mm 2, E for Zinc = 90 KN/mm 2,Determine the factor of safety for bolts considering the effect of the gasket.
8. A 4-feet inside diameter of steel pipe, 100 feet high, carries oil with a pressure of 5112 lbs/ft². Determine the safe minimum thickness of the tank plating if the stress is limited to 3400 psi.
Q1. Find the shear stress in aluminum and Steel TAI, TS Use: Gsteel = 85 GPa, GAI= 30 GPa Aluminum Steel D=150 mm D = 50 mm T = 3 kN.m 2.5 m 0.5 m
A thick-walled tiub with internal diameter, D; = 160 mm and external diameter, Do = 320 mm is acted by the external pressure, po. The tube is made of steel with Young's modulus of 200 GPa and yield strength of 210 MPa. Considering the open-end condition; (a) determine the maximum pressure, po that could be carried by the tube for yielding the wall material based on the Maximum-Shear-Stress theory (Tresca). (b) Using the result of part (a), calculate the stresses in the tube wall material at both internal and external radius positions. Sketch the corresponding stress element. (c) Draw the yield locus in the principal stress space (o versus o2) and indicate the yield stress value. Show, on the diagram, the state of the stress as calculated in part (b).
A pressurized fluid is contained in a closed cylindrical tank with an internal diameter of 600 mm and a wall thickness of 10 mm. The forces in the tank wall acting on a rotating element are seen in Figure. What are the tank's principal stresses and fluid pressure? 66 MPa 51 MPa 18 MPa FIGURE P14.15

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P15.63 A pipe with an outside diameter of 220 mm and a wall thickness of 5 mm is subjected to the load shown in Figure P15.62/63. The internal pressure in the pipe is 2,000 kPa. Deter- mine the normal and shear stresses on the side of the pipe at point K.