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PROBLEM (9.17) Rework Prob. 9.16 for the case in which the vessel is subjected to an axial
compression load P = -10 π kN.
SOLUTION
Refer to solution of Prob. 9.16. We now have
σ x = −1.5625(106 ) + 25 p
σ y = 50 p
Equations (8.4):
σ x ' = 25(106 ) =
or
p = 838 kPa
τ x ' y ' = −10 ×106 = −
p
p
(25 + 50) + (25 − 50) cos 300o
2
2
6
1.5625(10 ) 1.5625(106 )
cos 300o
−
−
2
2
p
1.5625(106 )
(25 − 50) sin 300o +
sin 300o
2
2
Solving,
p = 866 kPa
So
pall = 836 kPa
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