Elements Of Electromagnetics
7th Edition
ISBN: 9780190698614
Author: Sadiku, Matthew N. O.
Publisher: Oxford University Press
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- hand write asaparrow_forwardC A cantilever beam is subjected to a downward force of 5 kN at its free end, as shown in Fig. 1. The beam is supported by a circular bracket (BD) attached to a wall. The bracket is made of ductile steel whose elastic limit is 300 MPa, both in tension and compression. Determine the diameter of supporting post using Von-Mises theory. (Hint: Neglected the weight of the beam, the ends B and D are welded) Fig.3 3 m B 2 m 2 m 2 m 5 kNarrow_forwardneed correct ansarrow_forward
- [Ans. 1.2 MPa] PROBLEM 7.99 16 A spherical gas container made of steel has a diameter of 5.4 m and a wall thickness of 10 mm. Knowing that the internal pressure is 400 kPa, determine the membrane stress in the container. [Ans. 53.8 MPa] 17arrow_forward4.3. Assessing Risk of Aneurysm Rupture: Studies suggest that the maximum allowable stress (failure strength) for the wall tissue in an aortic aneurysm is o = 220 kPa, after accounting for factor of safety. A physician wants your expert opinion on the maximum diameter that an aortic aneurysm in a hypertensive patient (BP 200/90 mmHg) could be allowed to grow to before rupture becomes imminent. The wall thickness may be assumed to remain unchanged at t = 1.2 mm. State your answer in millimeters of diameter. INDBERarrow_forwardA sheet metal cutting machine cuts the sheet metal via shear force, V as shown in Fig. 1. The crosssection of sheet metal is rectangular with width, b = 3m and thickness, d = 5mm. The sheet metal ishaving yield strength σy = 220 MPa; Young’s modules, E = 200 GPa and Poisson’s ratio, ν = 0.3.Conduct the following analyses at the state of stress when maximum stress reaches σy and beforeshearing commences. (Need answer Question c) & d) c. Sketch the YIELD LOCI for both cases above. d. As a sheet-metal engineer, which failure criterion in (b) will you use to determine the cuttingshear force? Explain the reason for your answer.arrow_forward
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