## Introduction to mechanics of deformable solids |

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Page 87

5.2 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 ...

5.2 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

°C B.

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**, £-in. wall, with 600 psiinterior pressure. (Use Figs. 3.3, 5.7, 5.8 as best you can.) A. OFHC copper at 165

°C B.

Page 155

P7.31 the beam of 1045 HR steel (find its

the stress concentration produced by the supports: A. With a factor of safety of 2

against first yield (see Fig. 2.5) B. With a factor of safety of 2 against fatigue failure

...

P7.31 the beam of 1045 HR steel (find its

**diameter**) in the 5-ft region, neglectingthe stress concentration produced by the supports: A. With a factor of safety of 2

against first yield (see Fig. 2.5) B. With a factor of safety of 2 against fatigue failure

...

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angle applied assemblage axial force beam behavior cantilever centroid circumferential column compatibility components of stress constant creep cross section cylinder dashpot deflection diameter direction displacement elastic-perfectly plastic elongation equation of virtual equations of equilibrium factor of safety free-body sketch homogeneous idealization increase inelastic initial interior pressure isotropic Kelvin Kelvin material limit linear Maxwell linear-elastic response linear-viscoelastic linear-viscous load maximum Maxwell material modulus Mohr's circle neutral axis nonlinear nonlinear-viscous normal stress outer perfectly plastic perpendicular plane plastic deformation plastic-limit principal stresses Prob problem pure bending radial radius ratio rotation shaft shear center shear strain shear stress shell shown in Fig simple shear solution statically statically determinate steel strain rate stress and strain stress-strain curve stress-strain relations Suppose surface symmetry temperature tensile stress thick-walled thickness time-dependent torsion twisting uniform unloading versus viscous yield curve yield stress zero