Perform a stress analysis of the pressure vessel shown in Figure P9–14. Let E = 5 10 6 psi and n…

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Perform a stress analysis of the pressure vessel shown in Figure P9–14. Let E = 5 106 psi and n = 0:15 for the concrete, and let E = 29 106 psi and n = 0:25 for the steel liner. The steel liner is 2 in. thick. Let the pressure p equal 500 psi. Use a 0.5 in. radius in the re-entrant corners.

 

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