Introduction to Mechanics of Deformable Solids |
From inside the book
Results 1-3 of 89
Page 8
... moment , or torque ; the two other components of moment M ,, M , are termed bending moments . Bars are found as elements of so many different structures and machines , that they are called by many quite different names depending upon ...
... moment , or torque ; the two other components of moment M ,, M , are termed bending moments . Bars are found as elements of so many different structures and machines , that they are called by many quite different names depending upon ...
Page 111
... moment M2 . If bending is to be studied by itself , shearing forces V , and V. , normal force N , and twisting moment M , or T should be zero everywhere along the bar . The moment M , should be zero as a matter of convenience . This ...
... moment M2 . If bending is to be studied by itself , shearing forces V , and V. , normal force N , and twisting moment M , or T should be zero everywhere along the bar . The moment M , should be zero as a matter of convenience . This ...
Page 350
... moments . Therefore the plastic- limit load qo , which is reached when the center moment rises to Mo , is given by 90L2 8 qo = = = 2Mo 16Mo L2 - 0 ( 14.5 : 1 ) which is four - thirds the load 12M。/L2 which first produces M。 at the ...
... moments . Therefore the plastic- limit load qo , which is reached when the center moment rises to Mo , is given by 90L2 8 qo = = = 2Mo 16Mo L2 - 0 ( 14.5 : 1 ) which is four - thirds the load 12M。/L2 which first produces M。 at the ...
Other editions - View all
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