## 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 - 14 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 - 14 5 . 3 At the

...

Page 88

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 ...

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

copper at ...

Page 355

The portion CB is also of circular cross section but tapers uniformly from

d at C to

elastic response with modulus E . = = = = = 6C Fig . P14 . 9 A . Draw the shear ...

The portion CB is also of circular cross section but tapers uniformly from

**diameter**d at C to

**diameter**2d at B . Note that the apex of the cone is at A . Assume linear -elastic response with modulus E . = = = = = 6C Fig . P14 . 9 A . Draw the shear ...

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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