# Rotation Due to Shear Calculator

Posted by Dinesh onUse this simple rock movements calculation tool helps to compute the rotation due to shear for your hydraulics and waterworks problems. If the ends of the arch elements are vertical, and the bases of the cantilever elements, horizontal, rock rotations and deflections of elements with parallel sides 1 ft apart may be calculated by the formula: `?`

.^{"} = (V * K_{5}) / (E_{r} * t)

Values of K | |||||

Values of b/a | K_{1} | K_{2} | K_{3} | K_{4} | K_{5} |

1.0 | 4.32 | 0.62 | 1.02 | 4.65 | 0.345 |

1.5 | 4.65 | 0.78 | 1.23 | 4.80 | 0.413 |

2.0 | 4.84 | 0.91 | 1.39 | 5.18 | 0.458 |

3.0 | 5.04 | 1.10 | 1.60 | 5.64 | 0.515 |

4.0 | 5.15 | 1.25 | 1.77 | 5.90 | 0.550 |

5.0 | 5.22 | 1.36 | 1.89 | 6.08 | 0.574 |

6.0 | 5.27 | 1.47 | 2.00 | 6.20 | 0.592 |

8.0 | 5.32 | 1.63 | 2.17 | 6.37 | 0.614 |

10.0 | 5.36 | 1.75 | 2.31 | 6.46 | 0.630 |

15.0 | 5.41 | 1.98 | 2.55 | 6.59 | 0.653 |

20.0 | 5.43 | 2.16 | 2.72 | 6.66 | 0.668 |

## Rotation Due to Shear - Rock Movements Calculation

### Formula:

?^{"} = (V × K_{5}) / (E_{r} × t)

- V - Shears
- E
_{r}- Elastic modulus of the rock - t - Radial thickness of the element
- K
_{5}- Poisson’s ratio constants - ?
^{"}- Rotation due to shear