Problem 3: (30 pts) ZA 2 ksi TO 2 2" - The axisymmetric eluncuts shown are subjected to a 2 ksi internal pressure E: 290
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Problem 3: (30 pts) ZA 2 ksi TO 2 2" - The axisymmetric eluncuts shown are subjected to a 2 ksi internal pressure E: 290
Problem 3: (30 pts) ZA 2 ksi TO 2 2" - The axisymmetric eluncuts shown are subjected to a 2 ksi internal pressure E: 29000 ksi, V = 0.3. Calculate (a) Displacements (inch) (b) Reactions (kips) (c) stresses (ks) (d) Principal stresses (lesi) (1) Principal angles (degrees) 郊 期 4" H 6"
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