Deflection Due to Shear Calculator

Posted by Dinesh on

Use this simple rock movements calculation tool helps to compute the deflection 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 * K3) / (Er).

Values of K Constants in Eqs. (12.193) to (12.198) for Poissons Ratio = 0.20
Values of K
Values of b/aK1K2K3K4K5
1.04.320.621.024.650.345
1.54.650.781.234.800.413
2.04.840.911.395.180.458
3.05.041.101.605.640.515
4.05.151.251.775.900.550
5.05.221.361.896.080.574
6.05.271.472.006.200.592
8.05.321.632.176.370.614
10.05.361.752.316.460.630
15.05.411.982.556.590.653
20.05.432.162.726.660.668

Deflection Due to Shear - Rock Movements Calculation

Formula:

?' = (V × K3) / (Er)

where,
  • V - Shears
  • Er - Elastic modulus of the rock
  • K3 - Poissons ratio constants
  • ?' - Deflection due to shear