HW4 - Time Aigbe ENME470 Sec. 0101 HW4 - Page 1 of 8 4-1....

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Time Aigbe ENME470 – Sec. 0101 HW4 - Page 1 of 8 4-1. Assumed steel support structure, bolts, and ground with an applied moment of 5000 N*mm and 100 N load in negative Y direction. (1) Displacement Magnitude Plot: Maximum displacement = 0.0001167 mm and it occurs along the bottom portion’s outer 4 corners. (2) von Mises Stress Distribution: Maximum stress = 0.2096 MPa at the outer radial corner at which the rectangular and circular pieces interface.
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Time Aigbe ENME470 – Sec. 0101 HW4 - Page 2 of 8 4-2. Temperature Distribution of Firewall: 4-3. (4 – normal operation) Maximum Temperature: 15.50 o C
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Time Aigbe ENME470 – Sec. 0101 HW4 - Page 3 of 8 (5 – overloaded operation) Maximum Temperature: 25.96 o C (6 – Forced convection boundary condition) Maximum Temperature: 25.00 o C
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Time Aigbe ENME470 – Sec. 0101 HW4 - Page 4 of 8 4-4. (Case 1 – full structure) von Mises stress distributions on each component: Clockwise from left – middle layer (cement), top layer (glass), base (composite)
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This homework help was uploaded on 04/17/2008 for the course ENME 000 taught by Professor Staff during the Spring '08 term at Maryland.

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HW4 - Time Aigbe ENME470 Sec. 0101 HW4 - Page 1 of 8 4-1....

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