## Introduction to Mechanics of Deformable Solids |

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Page 149

26

symmetric homogeneous rectangular beam . First there is an elastic response in

which the distribution of stress is linear with distance from the neutral axis located

at the ...

26

**shows**the development of the plastic - limit moment M1 , for a doublysymmetric homogeneous rectangular beam . First there is an elastic response in

which the distribution of stress is linear with distance from the neutral axis located

at the ...

Page 165

... moment ratio of ; in a beam of rectangular cross section . Figure 8 . 7

that first yield is most difficult to observe , just as in the beam ( Fig . 7 . 26 ) . Even

Fig . 8 . 3 for just two concentric tubes

... moment ratio of ; in a beam of rectangular cross section . Figure 8 . 7

**shows**that first yield is most difficult to observe , just as in the beam ( Fig . 7 . 26 ) . Even

Fig . 8 . 3 for just two concentric tubes

**shows**the beginning of the blurring of the ...Page 252

2 : 8 )

( 11 . 7 : 7 ) with ( 11 . 2 : 9 )

there is y / 2 instead of t . Therefore the plot of y / 2 versus e as B varies must ...

2 : 8 )

**shows**no difference except the interchange of o and e . Comparison of Eq .( 11 . 7 : 7 ) with ( 11 . 2 : 9 )

**shows**this same interchange of o and e . In additionthere is y / 2 instead of t . Therefore the plot of y / 2 versus e as B varies must ...

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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