Introduction to Mechanics of Deformable Solids |
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Page 98
... positive answer for P means that the force is as drawn on the free - body sketch . Positive P , and P , denote tensile force ; positive P , denotes compressive force . When one or more of the bars is inelastic , it is not possible ...
... positive answer for P means that the force is as drawn on the free - body sketch . Positive P , and P , denote tensile force ; positive P , denotes compressive force . When one or more of the bars is inelastic , it is not possible ...
Page 126
... positive , or tensile , force to follow the customary sign convention . ) The minus sign indicates that positive or tensile forces at positive y would correspond to the application of a clockwise or a negative M. Rotation of the end ...
... positive , or tensile , force to follow the customary sign convention . ) The minus sign indicates that positive or tensile forces at positive y would correspond to the application of a clockwise or a negative M. Rotation of the end ...
Page 252
... positive directions x , y as shown . ( b ) positive shear strain . But for Mohr's circle : and TIV ( ၁ ) ( a ) Positive shear stress ; is positive , Y is negative , is negative , τ Yuz is positive . ( c ) For Mohr's circle yns is ...
... positive directions x , y as shown . ( b ) positive shear strain . But for Mohr's circle : and TIV ( ၁ ) ( a ) Positive shear stress ; is positive , Y is negative , is negative , τ Yuz is positive . ( c ) For Mohr's circle yns 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