## Introduction to Mechanics of Deformable Solids |

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Page 98

Note that a

body sketch .

compressive force . When one or more of the bars is inelastic , it is not possible

ordinarily ...

Note that a

**positive**answer for P means that the force is as drawn on the free -body sketch .

**Positive**P , and Pg denote tensile force ;**positive**P , denotescompressive force . When one or more of the bars is inelastic , it is not possible

ordinarily ...

Page 126

Mn = – Payn M = { ( - Pryn ) Rigid ( Pn is drawn as a

follow the customary sign convention . ) The minus sign indicates that

tensile forces at

Mn = – Payn M = { ( - Pryn ) Rigid ( Pn is drawn as a

**positive**, or tensile , force tofollow the customary sign convention . ) The minus sign indicates that

**positive**ortensile forces at

**positive**y would correspond to the application of a clockwise or ...Page 252

For

shear strain . But for Mohr ' s circle : Tay is negative , Tyz is

negative , and Yyz is

For

**positive**directions x , y as shown . ( a )**Positive**shear stress ; ( 6 )**positive**shear strain . But for Mohr ' s circle : Tay is negative , Tyz is

**positive**, Yzy isnegative , and Yyz is

**positive**. ( c ) For Mohr ' s circle Yns is negative , Yon is**positive**.### What people are saying - Write a review

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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