## Engineering mechanics of materials |

### From inside the book

Results 1-3 of 43

Page

... of Elasticity 427

Members ...

... of Elasticity 427

**Statically Indeterminate**Members 436 9.1 Introduction 436 92**Statically Indeterminate**Members Under Axial Loads 436 93**Statically****Indeterminate**Members Under Torsional Loads 449 9.4**Statically Indeterminate**Members ...

Page 436

Such members are said to be subjected to

The analysis of

Three classes of

Such members are said to be subjected to

**statically indeterminate**force systems.The analysis of

**statically indeterminate**members is discussed in this chapter.Three classes of

**statically indeterminate**members are distinguished depending ...Page 449

F. 9.3

used in the solution of problems dealing with

under torsional loads is essentially the same as that used for statically ...

F. 9.3

**Statically Indeterminate**Members Under Torsional Loads The procedureused in the solution of problems dealing with

**statically indeterminate**membersunder torsional loads is essentially the same as that used for statically ...

### What people are saying - Write a review

We haven't found any reviews in the usual places.

### Contents

Internal Forces in Members | 1 |

Hollow Circular ShaftsAngle of Twist and Shearing Stresses | 157 |

4i5 Power Transmission | 169 |

Copyright | |

7 other sections not shown

### Other editions - View all

### Common terms and phrases

absolute maximum shear allowable stress aluminum angle of twist applied Assume axial force axially loaded beam shown bending cantilever beam Castigliano's second theorem circular column components compressive Compute constant construct coordinate cross section cross-sectional area cylinder deflection deformation depicted in Figure Determine diameter differential elastic curve equal equation equilibrium factor of safety flexural stress free-body diagram function given by Eq Homework Problems k-ft k-in kN-m length longitudinal material maximum shear stress modulus of elasticity Mohr's circle neutral axis normal stress obtained perpendicular plane stress plot principal centroidal axis principal stresses radius Refer to Figure respect rotation section a-a segment shear center shear force shear strain shown in Figure slope Solution Solve static statically indeterminate steel stress element subjected Substitution tension tion torque torsional uniform load vertical yield strength yield stress zero