Solve vertical and axial bearing reactions from mixed loading. Place supports, loads, moments, and spans. Export results, charts, and checks for faster design decisions.
Use downward loads as positive values. Use rightward axial load as positive. Enter clockwise applied moment as positive.
| Input or Output | Example Value |
|---|---|
| Beam Length | 6.0000 m |
| Bearing A Position | 0.5000 m |
| Bearing B Position | 5.5000 m |
| Point Load 1 | 8.0000 kN at 1.5000 m |
| Point Load 2 | 5.0000 kN at 3.2000 m |
| Point Load 3 | 3.0000 kN at 4.8000 m |
| UDL | 1.2000 kN/m from 2.0000 m to 4.5000 m |
| Beam Weight | 2.0000 kN at the midpoint |
| Axial Load | 1.5000 kN rightward |
| Applied Moment | 4.0000 kN*m clockwise |
| Calculated Ax | -1.5000 kN |
| Calculated Ay | 10.6700 kN |
| Calculated By | 10.3300 kN |
This calculator applies static equilibrium to a shaft or beam supported by two bearings. Bearing A is treated as the support carrying axial and vertical reaction. Bearing B carries vertical reaction.
1) Uniform load total
Wudl = w × Ludl
2) Uniform load centroid
xudl = (xstart + xend) / 2
3) Sum of moments about Bearing A
By = [Σ(P × distance from A) + applied moment] / span
4) Sum of vertical forces
Ay = total downward vertical load − By
5) Sum of horizontal forces
Ax = − axial load
6) Resultant reaction at Bearing A
RA = √(Ax2 + Ay2)
7) Resultant reaction at Bearing B
RB = |By|
If a reaction becomes negative, the real support force acts in the opposite direction. That usually indicates uplift or reversed loading behavior.
Keep units consistent. For example, if force is in kN and distance is in m, the moment unit becomes kN*m.
This tool is useful for quick checks on simply supported shafts, rotors, rollers, and beam-like members under static planar loading. It supports point loads, a partial uniform load, beam self-weight, axial load, and an applied couple moment.
It does not replace a full shaft design, dynamic analysis, fatigue study, or finite element model. Use a detailed method when geometry, speed, flexibility, vibration, or misalignment strongly affects the result.
It calculates horizontal and vertical bearing reactions for a two-support member under static loads. It also reports resultant reactions, load totals, equilibrium checks, and a quick graph.
A negative result means the support force acts opposite to the assumed positive direction. For vertical reaction, that usually means a downward holding force or uplift condition is present.
The model assumes Bearing A is the locating support. That bearing resists axial force, while Bearing B behaves like a non-locating support carrying vertical reaction only.
The calculator converts the uniform load into a single equivalent force. That force equals intensity times loaded length and acts at the centroid of the loaded region.
Yes. The supports can be anywhere along the member as long as Bearing B stays to the right of Bearing A. This also allows overhang conditions.
Yes. You can label force as N, kN, or lbf, and length as m, mm, or ft. Keep all entered values consistent with the labels you choose.
No. This page is for static equilibrium only. Rotating imbalance, shock, vibration, fatigue, and transient loads require a more advanced analysis method.
Avoid it for three-dimensional loading, large deflections, nonlinear supports, flexible shafts, thermal growth, or bearing stiffness problems. Those cases need a more complete mechanical model.
Important Note: All the Calculators listed in this site are for educational purpose only and we do not guarentee the accuracy of results. Please do consult with other sources as well.