Solve the following axisymmetric problems using a computer program. Perform a stress an...

Solve the following axisymmetric problems using a computer program.

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.