Plan crane stability by balancing moments from loads and winds daily quickly. Enter site details, apply safety factors, and download clear outputs for teams.
Sample values to help you test the calculator.
| Scenario | Load | Load Radius | Boom Weight | Wind Force | Ballast Radius | Safety Factor | Expected Additional Ballast |
|---|---|---|---|---|---|---|---|
| Metric example | 120 kN | 8 m | 35 kN | 10 kN | 4.5 m | 1.25 | ≈ 200 kN (depends on existing ballast) |
| Imperial example | 25 kips | 26 ft | 8 kips | 2 kips | 15 ft | 1.20 | ≈ 35 kips (depends on existing ballast) |
This calculator uses a simplified moment balance around the tipping axis:
Overturning Moment
Mo = (Load × LoadRadius) + (BoomWeight × BoomCGRadius) + (WindForce × WindArm)
Required Resisting Moment
Mr_req = SafetyFactor × Mo
Existing Resisting Moment
Mr_exist = ExistingBallast × ExistingRadius
Additional Ballast
Ballast_add = max(0, (Mr_req − Mr_exist) ÷ BallastRadius)
This is a planning model. Always validate against equipment charts and local procedures.
Ballast is a controlled counterweight that increases resisting moment and reduces the risk of tipping during lifting, slewing, and positioning. On construction sites, changing load radii, uneven ground, and wind gusts can quickly shift stability margins and increase overturning demand.
The strongest drivers are load magnitude and load radius because their product directly forms a large portion of the overturning moment. Boom weight and its center-of-gravity radius add a constant bias that becomes significant during long-reach picks. Wind force and wind arm can dominate when exposed surface area is high.
This calculator converts forces and distances into moments about the tipping axis. It then multiplies the overturning moment by a safety factor to obtain a required resisting moment. If existing ballast does not provide enough resisting moment, the shortfall is converted into additional ballast at the selected ballast radius.
Safety factors are policy-driven and should reflect lift criticality, uncertainty in wind estimation, ground variability, and operational controls. Many sites adopt factors above 1.10 for routine work and higher factors for complex lifts. Apply the strictest requirement from your lift plan and supervision chain.
Wind force is rarely constant; it depends on gusts, geometry, and exposure. For planning, conservative inputs are safer than optimistic ones. Dynamic effects from accelerating, braking, or sudden slewing can also increase effective overturning demand. Treat this tool as a planning screen, not a substitute for certified charts.
Adding ballast increases reaction forces into the ground. If you provide an allowable ground pressure and a footprint area, the calculator estimates pressure as force divided by area. This quick check helps flag when mats, improved support, or engineering review may be necessary before setting up equipment.
Stable lifting depends on shared understanding. The CSV export supports checklists and review workflows, while the PDF export can be attached to lift plans and toolbox talks. Record the assumptions behind wind force, radii, and any existing ballast configuration so the calculation remains traceable.
Real equipment behavior depends on manufacturer load charts, counterweight tables, rigging geometry, outrigger configuration, and local regulations. Use this calculator to explore scenarios, then confirm the final configuration against approved documentation. When in doubt, increase conservatism and seek competent engineering input.
It is the horizontal distance from the tipping or pivot axis to the center of mass of the counterweight. A larger radius usually increases resisting moment for the same ballast force.
Only if site procedures allow it and exposure is negligible. For most outdoor lifts, a conservative wind force improves planning, especially when handling large surface-area loads or tall booms.
Existing ballast may not be located at the same radius as added ballast. Using its effective radius converts existing ballast into resisting moment accurately, which avoids overstating stability.
Use the value specified by your lift plan, equipment manual, or site standard. Higher values are common for critical lifts, uncertain wind conditions, or complex rigging configurations.
No. It is a planning model for quick scenario checks and documentation. Always confirm final ballast and operating limits against approved manufacturer charts and competent supervision.
It means your existing resisting moment meets the required resisting moment based on your inputs and safety factor. Still verify that the real configuration matches those inputs and assumptions.
Treat it as a screening value. If it approaches or exceeds your allowable limit, plan for mats, increased bearing area, improved ground preparation, or engineering review before equipment setup.
Always verify calculations with manufacturer charts and engineer approval.
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.