## Introduction to Mechanics of Deformable Solids |

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Page 11

3 Suppose that the arrangement

side . A . Where would you expect the weak point of the frame to be ? Why ? B .

Would it help to move the point of attachment of the string to the frame ? C . If so ...

3 Suppose that the arrangement

**shown**for Prob . 1 . 1 is just a little on the weakside . A . Where would you expect the weak point of the frame to be ? Why ? B .

Would it help to move the point of attachment of the string to the frame ? C . If so ...

Page 111

A symmetric arrangement of five equally spaced bars is

2 has a cross - sectional area A2 ; each of bars 3 has an area A3 . The bars are of

equal length L , and their axes lie in the plane of the paper . They are pinned at ...

A symmetric arrangement of five equally spaced bars is

**shown**. Each of the bars2 has a cross - sectional area A2 ; each of bars 3 has an area A3 . The bars are of

equal length L , and their axes lie in the plane of the paper . They are pinned at ...

Page 237

Shear stress components are

by parallel pairs of the three perpendicular planes . Those on the omax face are

labeled with a question mark . They ( and the corresponding cross shears ) must

...

Shear stress components are

**shown**on each face of the parallelepiped formedby parallel pairs of the three perpendicular planes . Those on the omax face are

labeled with a question mark . They ( and the corresponding cross shears ) must

...

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### Common terms and phrases

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