## Introduction to Mechanics of Deformable Solids |

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Page 136

14c and d produces an unsymmetric beam or assemblage in the true sense .

There is no

However , the rectangular " beam ” of Fig . 7 . 14b : emains a rectangular array

when ...

14c and d produces an unsymmetric beam or assemblage in the true sense .

There is no

**axis**parallel to z which is an**axis**of symmetry for the cross section .However , the rectangular " beam ” of Fig . 7 . 14b : emains a rectangular array

when ...

Page 138

ich and ỹ = - 5 + % = - 4h The centroidal -

response to pure bending ( y = 0 for N = 0 ) brings to mind a previous and

complementary result ( Sec . 2 . 3 ) . If an axial force is to produce no bending ,

but just ...

ich and ỹ = - 5 + % = - 4h The centroidal -

**axis**requirement for linear - elasticresponse to pure bending ( y = 0 for N = 0 ) brings to mind a previous and

complementary result ( Sec . 2 . 3 ) . If an axial force is to produce no bending ,

but just ...

Page 368

Bending about an

to a plane of symmetry , or in general a principal

give rise to a very complex response . The neutral

of ...

Bending about an

**axis**which is not an**axis**of symmetry , or an**axis**perpendicularto a plane of symmetry , or in general a principal

**axis**of the cross section maygive rise to a very complex response . The neutral

**axis**is not parallel to the**axis**of ...

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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