## Introduction to Mechanics of Deformable Solids |

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Page 87

2 Find the minimum thickness for a thin - walled sphere of 30 ft

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

...

2 Find the minimum thickness for a thin - walled sphere of 30 ft

**diameter**to carryan 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

...

Page 88

5.10 Find a reasonable answer for the change in

length in 1 year of a pipe 12 ft long , 6 in . in

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

165 ...

Page 163

Therefore , despite the change in length and the change in

normal or shear stress on the lateral surface of the imagined concentric cylinder

or on any plane through or parallel to the axis of the bar . Return , now , to the ...

Therefore , despite the change in length and the change in

**diameter**, there is nonormal or shear stress on the lateral surface of the imagined concentric cylinder

or on any plane through or parallel to the axis of the bar . Return , now , to the ...

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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