Introduction to Mechanics of Deformable Solids |
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Page 53
... acting on them ( Figs . 4.6 and 4.7 ) , because there must always be equality of cross shears on planes at right angles . Reasoning similar to that which deter- mined Tr = O and which found σ , to be zero or close to zero proves to be ...
... acting on them ( Figs . 4.6 and 4.7 ) , because there must always be equality of cross shears on planes at right angles . Reasoning similar to that which deter- mined Tr = O and which found σ , to be zero or close to zero proves to be ...
Page 228
... acting on plane 3 plots as point 3 whose coordinates are ( -5000,0 ) . The line joining points 1 and 3 is a diameter of the Mohr's circle for the components of stress acting on any plane perpendicular to the plane of the paper . Two ...
... acting on plane 3 plots as point 3 whose coordinates are ( -5000,0 ) . The line joining points 1 and 3 is a diameter of the Mohr's circle for the components of stress acting on any plane perpendicular to the plane of the paper . Two ...
Page 319
... acting alone . = 40,000 lb B. Find the rotation in 1 day produced by a twisting moment 780,000 in . - lb acting alone . C. Find R and T when the rate of extension is 0.06 in . per month and at the same time the angular rotation rate is ...
... acting alone . = 40,000 lb B. Find the rotation in 1 day produced by a twisting moment 780,000 in . - lb acting alone . C. Find R and T when the rate of extension is 0.06 in . per month and at the same time the angular rotation rate is ...
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actual addition angle answer applied assemblage axes axial axis beam behavior bending circle circular column 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 replaced requires 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 viscous yield zero