## Engineering mechanics of materials |

### From inside the book

Results 1-3 of 90

Page 51

1.62 Find the reactions at A and C acting on the beam

. Draw axial force, shear, and moment diagrams for this beam. Cut a vertical

section 5 ft to the right of A and compute the axial force, shear, and moment

acting at ...

1.62 Find the reactions at A and C acting on the beam

**depicted in Figure**H11. 62. Draw axial force, shear, and moment diagrams for this beam. Cut a vertical

section 5 ft to the right of A and compute the axial force, shear, and moment

acting at ...

Page 162

Homework Problems 4.1 Determine the maximum shearing stress in the shaft

line of the shaft. 1 5.000 N-m /) = 0. 1 2 m 15,000 N-m -6 m- FIGURE H4.1 4.2 Plot

...

Homework Problems 4.1 Determine the maximum shearing stress in the shaft

**depicted in Figure**H4.1. Plot the variation of shearing stress along a typical radialline of the shaft. 1 5.000 N-m /) = 0. 1 2 m 15,000 N-m -6 m- FIGURE H4.1 4.2 Plot

...

Page 169

4.14 Refer to segment AB of the shaft

Mohr's circle for stress for an element taken from the shaft surface. State

maximum and minimum normal stresses for this element of segment AB and

sketch the ...

4.14 Refer to segment AB of the shaft

**depicted in Figure**H4.2 and constructMohr's circle for stress for an element taken from the shaft surface. State

maximum and minimum normal stresses for this element of segment AB and

sketch the ...

### What people are saying - Write a review

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

### Contents

Introduction | 1 |

Torsionally Loaded Members in Equilibrium | 14 |

Shear and Bending Moment in Beams | 23 |

Copyright | |

19 other sections not shown

### Other editions - View all

### Common terms and phrases

absolute maximum shear allowable stress aluminum angle of twist applied Assume axes 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 strains 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