## Engineering Mechanics of Materials |

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Page 3

B. B. Muvdi, J. W. McNabb. priate section and a negative sign will indicate a

compressive force . In order to determine Fa , FB , and Fc , apply the equation Fx

= 0 to each of the

P ...

B. B. Muvdi, J. W. McNabb. priate section and a negative sign will indicate a

compressive force . In order to determine Fa , FB , and Fc , apply the equation Fx

= 0 to each of the

**free**-**body diagrams**shown . Figure 1 . 1 ( b ) : FA - P , = 0 FA =P ...

Page 12

Draw the

then plot the axial force diagram for it . III . 6 ft - to to5 ft - 4 ft - 6 ft - FIGURE H1 . 5

Column the axial force diagram for the member . Use a length coordinate ...

Draw the

**free**-**body diagrams**required to determine the axial forces in this bar ,then plot the axial force diagram for it . III . 6 ft - to to5 ft - 4 ft - 6 ft - FIGURE H1 . 5

Column the axial force diagram for the member . Use a length coordinate ...

Page 51

Compare these values to those shown on your diagrams . force , shear , and

moment diagrams for ABC . Draw a

by passing a vertical section through the member just to the left of point B and ...

Compare these values to those shown on your diagrams . force , shear , and

moment diagrams for ABC . Draw a

**free**-**body diagram**consisting of segment ABby passing a vertical section through the member just to the left of point B and ...

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### Contents

Stress Strain and Their Relationships | 53 |

Torsional Stresses Strains and Rotations | 148 |

Deflections of Beams | 266 |

Copyright | |

5 other sections not shown

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### Common terms and phrases

acting allowable angle of twist applied Assume axes axis beam bending cantilever centroidal circle column components compressive Compute Consider constant construct coordinate cross section cross-sectional area curve cylinder deflection deformation depicted in Figure Determine developed diameter direction discussed elastic element energy equal equation equilibrium Example expressed factor failure flexural force free-body diagram function given inertia joint length limit load material maximum shear stress method modulus moment moments neutral axis normal stress Note obtained plane plot positive principal stresses Problem properties quantity ratio reactions Refer to Figure relation represents resist respect rotation segment shaft shown in Figure slope Solution Solve static steel strain strength structural subjected Substitution supported surface tensile tension theory tion torque torsional unit vertical yield zero