The beam is simply supported at both ends. A distributed line load begins at position a and extends
a length b, varying linearly from wa at x=a to
wb at x=a+b. If a+b = L the load reaches the right support.
Global units
Tip: For kN/m, enter as N/m or convert (1 kN/m = 1 N/mm).
These selections apply to all inputs and results on this page.
Results
| Parameter | Value |
| Reaction Force R₁ | --- lbf |
| Reaction Force R₂ | --- lbf |
| Shear @ x (Vₓ) | --- lbf |
| Max Shear (Vmax) | --- lbf |
| Moment @ x (Mₓ) | --- lbf·in |
| Max Moment (Mmax) | --- lbf·in |
| Slope @ x (θₓ) | --- radian |
| Max Slope (θmax) | --- radian |
| End Slope Left (θ₁) | --- radian |
| End Slope Right (θ₂) | --- radian |
| Deflection @ x (yₓ) | --- inch |
| Max Deflection (ymax) | --- inch |
| Bending Stress @ x (σₓ) | --- psi |
| Max Bending Stress (σmax) | --- psi |