## Introduction to Mechanics of Deformable Solids |

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Page 420

2 . 7 ) tend to be excessively large . 16 . 5 / OTHER END CONDITIONS Linear -

elastic

propped cantilever

L2 ...

2 . 7 ) tend to be excessively large . 16 . 5 / OTHER END CONDITIONS Linear -

elastic

**columns**A fixed - ended**column**of length Li is shown in Fig . 16 . 3c , apropped cantilever

**column**( fixed at one end and hinged at the other ) of lengthL2 ...

Page 423

5 : 11 ) which is only half as large as for a

ends ( 16 . 5 : 2 ) . The continuous linear - elastic

yet more complicated eigenvalue problem involving the junction condition of ...

5 : 11 ) which is only half as large as for a

**column**of the same length fixed at bothends ( 16 . 5 : 2 ) . The continuous linear - elastic

**column**of Fig . 16 . 7c leads to ayet more complicated eigenvalue problem involving the junction condition of ...

Page 434

... 342 sandwich , 356 simply supported , 331 slope , 332 statically determinate ,

334 , 338 – 341 statically indeterminate , 334 , 341 - 345 strength of materials

assumption , 325 virtual work equation , 376 , 386 Beam

deflection ...

... 342 sandwich , 356 simply supported , 331 slope , 332 statically determinate ,

334 , 338 – 341 statically indeterminate , 334 , 341 - 345 strength of materials

assumption , 325 virtual work equation , 376 , 386 Beam

**column**, 6 , 403deflection ...

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acting actual addition angle answer applied approximation assemblage axial force axis beam behavior bending circle circular column combined compatibility components compression compressive stress Consider constant creep cross section curve deflection deformation determined direction displacement effect elastic equal equation equations of equilibrium example Find force given gives homogeneous idealization increase initial interior isotropic length limit linear linear-elastic load material maximum Maxwell modulus moment nonlinear normal obtained 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 solved statically steel strain stress-strain relations structural substitution Suppose surface symmetry temperature tensile tension tion tube twisting uniform virtual viscous yield zero