Introduction to Mechanics of Deformable Solids |
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Page 87
... diameter to carry an interior pressure of 150 psi gage with a factor of safety of 2 against yielding . Give all steps explicitly . A. Mild steel similar to 1020 HR B. 2024 - T4 5.3 At the working load in Prob . 5.2 : A. Compute the ...
... diameter to carry an interior pressure of 150 psi gage with a factor of safety of 2 against yielding . Give all steps explicitly . A. Mild steel similar to 1020 HR B. 2024 - T4 5.3 At the working load in Prob . 5.2 : A. Compute the ...
Page 88
Daniel Charles Drucker. 5.10 Find a reasonable answer for the change in diameter and the change in length in 1 year of a pipe 12 ft long , 6 in . in diameter , -in . wall , with 600 psi interior pressure . ( Use Figs . 3.3 , 5.7 , 5.8 as ...
Daniel Charles Drucker. 5.10 Find a reasonable answer for the change in diameter and the change in length in 1 year of a pipe 12 ft long , 6 in . in diameter , -in . wall , with 600 psi interior pressure . ( Use Figs . 3.3 , 5.7 , 5.8 as ...
Page 155
... diameter ) in the 5 - ft region , neglecting the stress concentration produced by the supports : A. With a factor of safety of 2 against first yield ( see Fig . 2.5 ) B. With a factor of safety of 2 against fatigue failure ( endurance ...
... diameter ) in the 5 - ft region , neglecting the stress concentration produced by the supports : A. With a factor of safety of 2 against first yield ( see Fig . 2.5 ) B. With a factor of safety of 2 against fatigue failure ( endurance ...
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actual addition angle answer applied assemblage axes axial axis beam behavior bending circle circular column compatibility components compression compressive stress Consider constant creep cross section curve cylinder deflection deformation determined diameter direction displacement effect elastic equal equation equilibrium example Figure Find force given gives homogeneous idealization increase initial interior isotropic length limit linear linear-elastic load material maximum Maxwell modulus moment needed nonlinear normal obtained outer plane plastic positive pressure principal Prob problem produced pure radius range ratio replaced requires response result rotation shaft shear stress shell shown shows simple sketch solid solution steel strain stress-strain relations structural Suppose surface symmetry temperature tensile tension thickness thin-walled torsion tube twisting uniform unloading viscous yield zero