## Introduction to Mechanics of Deformable Solids |

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Page 11

If the cross - sectional area is denoted by A and the axis of the bar by x , the

picture of the forces and the

of the bar M . = T is called a twisting

components of ...

If the cross - sectional area is denoted by A and the axis of the bar by x , the

picture of the forces and the

**moments**acting on A ... The**moment**about the axisof the bar M . = T is called a twisting

**moment**, or torque ; the two othercomponents of ...

Page 111

Of the three components of force and the three components of

normal force acting alone has been examined carefully for all cross sections of

bar . Twisting

studied ...

Of the three components of force and the three components of

**moment**, only thenormal force acting alone has been examined carefully for all cross sections of

bar . Twisting

**moment**alone on a thin - walled circular tube also has beenstudied ...

Page 393

Area -

technique for solving problems , consider the area -

linearelastic beams ( Fig . 15 . 7 ) . I . The change in slope dv / dx ( or rotation 6 )

between ...

Area -

**moment**theorems As an example of an interesting and frequently usedtechnique for solving problems , consider the area -

**moment**theorems forlinearelastic beams ( Fig . 15 . 7 ) . I . The change in slope dv / dx ( or rotation 6 )

between ...

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acts actual addition angle answer applied assemblage axial axis beam behavior bending carry circle circular column combined compatibility components compression compressive stress Consider constant creep cross section curve deflection deformation determined diameter dimensions direction displacement effect elastic equal equation example Figure Find force given gives homogeneous idealization increase independent 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 relation replaced requires response result rotation shear stress shell shown shows simple sketch solution steel strain stress-strain relations structural Suppose surface symmetry temperature tensile tension thickness thin-walled tube twisting uniform unloading versus viscous yield zero