## Introduction to Mechanics of Deformable Solids |

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Page 390

Using the concept of

schematic layouts of the platform and lever arms to accomplish the objective ,

with a maximum total balance weight of 50 lb . Which layout is better ? Why ?

Using the concept of

**virtual**work explicitly , sketch two quite different alternativeschematic layouts of the platform and lever arms to accomplish the objective ,

with a maximum total balance weight of 50 lb . Which layout is better ? Why ?

Page 393

The first is that the direct application of

problems is fully as convenient a technique as the area - moment approach . The

second is that the proof of the two theorems in a direct manner is just as simple

as by ...

The first is that the direct application of

**virtual**work to solve particular beamproblems is fully as convenient a technique as the area - moment approach . The

second is that the proof of the two theorems in a direct manner is just as simple

as by ...

Page 395

8 Reciprocal theorem for linear - elastic systems . Deflection relations are more

complicated , however . Here

parts also will do the trick . You want deflection at A in some form as yet unknown

.

8 Reciprocal theorem for linear - elastic systems . Deflection relations are more

complicated , however . Here

**virtual**work really shines , although integration byparts also will do the trick . You want deflection at A in some form as yet unknown

.

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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