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A closed-ended cylinder of radius r and wall thickness t is constructed of ASTM-A36 structural steel having tensile strength Sy rests on cradles as depicted in Figure P6.26. Determine: The allowable p
A closed-ended cylinder of radius r and wall thickness t is constructed of ASTM-A36 structural steel having tensile strength Sy rests on cradles as depicted in Figure P6.26. Determine: The allowable pressure the shell can carry on the basis of a factor of safety n. Apply the two yield failure criteria:
a. The maximum shear.
b. The maximum energy of distortion
Given: r = 300 mm, t = 10 mm, n = 1.4, Sy = 250 MPa (by Table B.1).
Assumption: The largest stresses take place on the elements outside of the cylinder wall, away from the supports and ends.
Figure P6.26
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