Introduction to Mechanics of Deformable Solids |
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Page 55
... angle ? Clearly , the dif- ference cannot be large when the tube wall is thin . To show that in fact the angle of rotation is exactly the same for all circles of a cross section regardless of wall thickness , the meaning of uniformity ...
... angle ? Clearly , the dif- ference cannot be large when the tube wall is thin . To show that in fact the angle of rotation is exactly the same for all circles of a cross section regardless of wall thickness , the meaning of uniformity ...
Page 225
... angle ẞ between the inclined plane and the plane on which a acts is measured positive in the counter- clockwise sense . Note especially that T. is taken as positive when it runs in a clockwise sense around the two - dimensional views of ...
... angle ẞ between the inclined plane and the plane on which a acts is measured positive in the counter- clockwise sense . Note especially that T. is taken as positive when it runs in a clockwise sense around the two - dimensional views of ...
Page 228
... angle of 30 ° counterclockwise with the plane on which the 10,000 - psi stress acts . Therefore the corresponding point on the circle is on the radial line from the center which makes an angle of twice 30 ° , or 60 ° , counterclockwise ...
... angle of 30 ° counterclockwise with the plane on which the 10,000 - psi stress acts . Therefore the corresponding point on the circle is on the radial line from the center which makes an angle of twice 30 ° , or 60 ° , counterclockwise ...
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Common terms and phrases
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