## Introduction to Mechanics of Deformable Solids |

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Page 87

Do you need to know the

wall thickness . C . Compute the change in interior volume . 5 . 4 What is the

factor of safety against rupture in Prob . 5 . 2 ? Take necking or local thinning into

...

Do you need to know the

**answer**to Prob . 5 . 2 first ? B . Compute the change inwall thickness . C . Compute the change in interior volume . 5 . 4 What is the

factor of safety against rupture in Prob . 5 . 2 ? Take necking or local thinning into

...

Page 88

10 Find a reasonable

length in 1 year of a pipe 12 ft long , 6 in . in diameter , 4 - in . wall , with 600 psi

interior pressure . ( Use Figs . 3 . 3 , 5 . 7 , 5 . 8 as best you can . ) A . OFHC

copper at ...

10 Find a reasonable

**answer**for the change in diameter and the change inlength in 1 year of a pipe 12 ft long , 6 in . in diameter , 4 - in . wall , with 600 psi

interior pressure . ( Use Figs . 3 . 3 , 5 . 7 , 5 . 8 as best you can . ) A . OFHC

copper at ...

Page 354

5 , the material were nonlinear Maxwell with n = 4 and the

, hr , what time would be required at 4500 rpm for a 3 - in . increase in length ? Do

not find tı ; simply express your

5 , the material were nonlinear Maxwell with n = 4 and the

**answer**to part C were t, hr , what time would be required at 4500 rpm for a 3 - in . increase in length ? Do

not find tı ; simply express your

**answer**in terms of ti . B . If the**answer**...### What people are saying - Write a review

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acting actual addition angle answer applied approximation assemblage axial force axis beam behavior bending circle circular column combined compatibility components compression compressive stress Consider constant creep cross section curve deflection deformation determined direction displacement effect elastic equal equation equations of equilibrium example Find force given gives homogeneous idealization increase initial interior isotropic length limit linear linear-elastic load material maximum Maxwell modulus moment nonlinear normal obtained plane plastic positive pressure principal Prob problem produced pure radius range ratio relation replaced requires response result rotation shear stress shell shown shows simple sketch solution solved statically steel strain stress-strain relations structural substitution Suppose surface symmetry temperature tensile tension tion tube twisting uniform virtual viscous yield zero