## Engineering mechanics of materials |

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Page 318

Homework Problems 637 Refer to Table 6.1, case 1, and use the area- moment

method to verify the maximum

area-moment method to verify the center

6.1 ...

Homework Problems 637 Refer to Table 6.1, case 1, and use the area- moment

method to verify the maximum

**deflection**and end slope equations. 638 Use thearea-moment method to verify the center

**deflection**for a > b for case 2 of Table6.1 ...

Page 338

6.61 Find the

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

you are ready to express the

Figure ...

6.61 Find the

**deflection**of point A of the beam shown in Figure H6.47 usingCastigliano'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 toFigure ...

Page 725

BEAN STRESSES AND

CONCENTRATED LOAD AT END CROSS SECTION ... E= 0.2000000E 05 AL»

HA 0.0 PHI -180.0 STRESS^ POINT STRESS^AT POINT 4

ALPHA PHI -178.0 ...

BEAN STRESSES AND

**DEFLECTIONS**CANTILEVER BEAN -CONCENTRATED LOAD AT END CROSS SECTION ... E= 0.2000000E 05 AL»

HA 0.0 PHI -180.0 STRESS^ POINT STRESS^AT POINT 4

**DEFLECTION**2ALPHA PHI -178.0 ...

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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