Input values:
| Length of Beam, L : | ||
| Load on Beam, w : | ||
| Point of Interest, x : | ||
| Young's Modulus, E : | ||
| Moment of Inertia, I : |
Results:
| R = V : | |
| Shear at x, Vx : | |
| Max. Moment, Mmax : | |
| Moment at x, Mx : | |
| Max. Deflection, Δmax : | |
| Deflection at x, Δx : |
| Length of Beam, L : | ||
| Load on Beam, w : | ||
| Point of Interest, x : | ||
| Young's Modulus, E : | ||
| Moment of Inertia, I : |
| R = V : | |
| Shear at x, Vx : | |
| Max. Moment, Mmax : | |
| Moment at x, Mx : | |
| Max. Deflection, Δmax : | |
| Deflection at x, Δx : |