## 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

5.10 Find a reasonable

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

interior pressure . ( Use Figs . 3.3 , 5.7 , 5.8 as best you can . ) A. OFHC copper at

165 ...

5.10 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 , t - in . wall , with 600 psi

interior pressure . ( Use Figs . 3.3 , 5.7 , 5.8 as best you can . ) A. OFHC copper at

165 ...

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 MTM < 17MÁ , it is not the best...

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actual addition angle answer applied assemblage axes axial axis beam behavior bending circle circular column combined 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 relation replaced requires residual 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 versus viscous yield zero