Introduction to Mechanics of Deformable Solids |
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Page 154
... maximum stress ) just reaches σo , find the moments 1. M , 2. M , about the coordinate axes . B. When the beam is essentially fully plastic ( σo everywhere except the imme- diate vicinity of the neutral axis ) , find : 1. M.0 2. Myo ...
... maximum stress ) just reaches σo , find the moments 1. M , 2. M , about the coordinate axes . B. When the beam is essentially fully plastic ( σo everywhere except the imme- diate vicinity of the neutral axis ) , find : 1. M.0 2. Myo ...
Page 220
... maximum shear stress Tmax will act on each of the planes at 45 ° to the planes of maximum and minimum normal stress ( Fig . 11.2 ) in a direction perpendicular Its numerical value is to σ2 . Tmax = σ1 2 03 - ( 11.1 : 2 ) Note that σ103 ...
... maximum shear stress Tmax will act on each of the planes at 45 ° to the planes of maximum and minimum normal stress ( Fig . 11.2 ) in a direction perpendicular Its numerical value is to σ2 . Tmax = σ1 2 03 - ( 11.1 : 2 ) Note that σ103 ...
Page 375
... maximum ( principal ) tensile stress in the bar . Indicate on a sketch both the point at which it occurs and the plane on which it acts . D. Like ( C ) , but for the maximum compressive stress . E. Like ( C ) , but for the maximum shear ...
... maximum ( principal ) tensile stress in the bar . Indicate on a sketch both the point at which it occurs and the plane on which it acts . D. Like ( C ) , but for the maximum compressive stress . E. Like ( C ) , but for the maximum shear ...
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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