## Introduction to Mechanics of Deformable Solids |

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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

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

not find tı ; simply express your

**answer**in terms of tı . B . If the**answer**to ...Page 399

5 : 9 ) and so is a better

limit load , and Fig . 15 . 9a is the correct collapse configuration . Although ( 15 . 5

: 10 ) gives a better

5 : 9 ) and so is a better

**answer**. For M6 > 17M6 , ( 15 . 5 : 9 ) gives the actuallimit load , and Fig . 15 . 9a is the correct collapse configuration . Although ( 15 . 5

: 10 ) gives a better

**answer**than ( 15 . 5 : 9 ) when Mö < 17M ' , it is not the best ...### What people are saying - Write a review

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acts actual addition angle answer applied assemblage axial axis beam behavior bending carry circle circular column combined compatibility components compression compressive stress Consider constant creep cross section curve deflection deformation determined diameter dimensions direction displacement effect elastic equal equation example Figure Find force given gives homogeneous idealization increase independent 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 relation replaced requires response result rotation shear stress shell shown shows simple sketch solution steel strain stress-strain relations structural Suppose surface symmetry temperature tensile tension thickness thin-walled tube twisting uniform unloading versus viscous yield zero