## Engineering mechanics of materials |

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Page 287

Loading shear, bending moment,

Figure 6.5. V Homework Problems 6.13 Refer to the cantilever beam depicted in

Figure H6.13 with an origin at A. Substitute the given loading intensity function w(

x) ...

Loading shear, bending moment,

**slope**, and displacement plots are shown inFigure 6.5. V Homework Problems 6.13 Refer to the cantilever beam depicted in

Figure H6.13 with an origin at A. Substitute the given loading intensity function w(

x) ...

Page 288

For an origin at point A, substitute the loading function w(x) into Eq. 6.12 and

derive equations for shear, moment,

Sketch these functions and check to see that all boundary conditions are satisfied

. 77777/.

For an origin at point A, substitute the loading function w(x) into Eq. 6.12 and

derive equations for shear, moment,

**slope**, and deflection as functions of x.Sketch these functions and check to see that all boundary conditions are satisfied

. 77777/.

Page 319

P=wa Constant £/u 7777ZB -3a- 77777, H FIGURE H6.47 6.48 Apply the area-

moment method to determine the following deflections and

depicted in Figure H6.48: (a) Deflection at A. (b)

deflection ...

P=wa Constant £/u 7777ZB -3a- 77777, H FIGURE H6.47 6.48 Apply the area-

moment method to determine the following deflections and

**slopes**of the beamdepicted in Figure H6.48: (a) Deflection at A. (b)

**Slope**at B. (c) Maximumdeflection ...

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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