## Engineering mechanics of materials |

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Page 338

6.61 Find the deflection of point A of the beam shown in Figure H6.47 using

Castigliano's second theorem. Avoid replacing P by wa until the final step when

you are ready to express the deflection in terms of w, a, E, and Iu . 6.62

6.61 Find the deflection of point A of the beam shown in Figure H6.47 using

Castigliano's second theorem. Avoid replacing P by wa until the final step when

you are ready to express the deflection in terms of w, a, E, and Iu . 6.62

**Refer to****Figure**...Page 413

Once again, ideal column behavior is associated with lines OC and CD, and the

discussion of concepts for Figure 8.9(c) ... Homework Problems 8.17

at ...

Once again, ideal column behavior is associated with lines OC and CD, and the

discussion of concepts for Figure 8.9(c) ... Homework Problems 8.17

**Refer to****Figure**8.8(b) and derive the equation for the critical Euler load for a column fixedat ...

Page 604

12.27

pseudo-mechanism / = 1.20, and L = 10 m ... Homework Problems 12.23 The

fixed-end beam shown in Figure H12.23 will form a pseudo-mechanism when

plastic ...

12.27

**Refer to Figure**12.14; let Mp = 500 kN-m, Pp required for the formation ofpseudo-mechanism / = 1.20, and L = 10 m ... Homework Problems 12.23 The

fixed-end beam shown in Figure H12.23 will form a pseudo-mechanism when

plastic ...

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### 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

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### 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