There is a specific and expensive failure that happens on scissor lift tables: the prototype lifts the load perfectly during testing, then stalls the first time an operator tries to raise it from the fully lowered position with the pallet pushed to one end.
The actuator was not undersized for the load. It was sized for the wrong geometry.
Quick answer A scissor lift table's actuator does not see the payload weight. It sees the payload divided by a geometry factor that collapses as the platform approaches its lowest position. Size at the fully lowered position with an off-centre load — every other position is easier.
For a directly coupled vertical lift, actuator force equals load. Simple.
A scissor mechanism inserts a linkage between the actuator and the platform, and that linkage has a variable transmission ratio. The actuator typically pushes at a shallow angle against a scissor arm; the closer the scissors are to flat, the worse the leverage.
Three consequences follow, and all three are counterintuitive:
Let be the angle between the scissor arms and the horizontal. Determine — the angle at the fully lowered position. This is your design point.
For a scissor lift with the actuator mounted between the arms, the required force takes the general form:
where is the total moving weight, and are the effective lever arms of the load and the actuator about the scissor pivot, and accounts for the number of scissor stages and the actuator mounting arrangement.
The critical behaviour is the term in the denominator. As decreases toward the flat position, approaches zero and the required force rises without bound. In practice, mechanical stops and the actuator's mounting geometry prevent the true singularity, but the steep rise is real and is exactly what catches undersized designs.
⚠️ Do not take a generic multiplier from a blog and apply it to your table. The exact factor is entirely determined by your pivot positions and actuator attachment points. Derive it from your own CAD geometry, or send us your linkage drawing and we will work it through with you.
Two adjustments before selecting:
Our industrial series published capacities give you the ladder to select from:
| Model | Published load capacity | Published speed | Published IP |
| FY028 | 16,000 N | 3–8.5 mm/s | IP65 |
| FY020 | 12,000 N | 5–60 mm/s | IP66 |
| FY015 | 10,000 N | 5 mm/s (7,000 N); 160 mm/s (750 N) | IP65 |
| FY015C | 8,000 N | 7.5–20 mm/s | IP67 |
| FY015D | 7,000 N | 5–32 mm/s | IP65 |
| Configuration | Force demand | Stroke demand | Notes |
| Between the scissor arms (arm-to-arm) | Highest at the bottom | Moderate | Most common; compact, but the worst mechanical advantage when lowered |
| Base to lower arm | High at the bottom | Moderate | Simple mounting into the base frame |
| Horizontal push on the rolling pivot | Very high at the bottom, mild at height | Long | Converts horizontal travel into lift; needs the longest stroke |
| Vertical, platform to base (direct) | Equals load | Equals full rise | No multiplication at all — but requires vertical space under the platform, which is usually why the scissor exists in the first place |
The trade-off is consistent: configurations that reduce force demand require more stroke or more height. Which means the sizing exercise is really a three-way negotiation between force, stroke and collapsed height.
Because collapsed height and stroke are so tightly coupled here, ask for the retracted length of a candidate model at quotation stage, not after the frame is welded.
Two distinct requirements, often conflated:
Ask your supplier explicitly whether the drive is mechanically self-locking at your load, or whether it holds by remaining energised. This matters twice over:
Our published product pages do not state self-locking behaviour, so confirm it with us for your specific model and load rather than assuming it either way.
| Single actuator | Two actuators | |
| Control | Trivial | Requires synchronisation |
| Racking with eccentric load | Higher — one drive point resists the twist | Lower — load shared across the width |
| Force per unit | Full demand | Roughly half, but never assume an exact 50/50 split under eccentric load |
| Failure mode | Stops | Can bind or twist if the pair drifts out of step |
| Best for | Narrow tables, centred loads | Wide platforms, off-centre or variable load placement |
If you go with two, they must stay in step — a few millimetres of drift across a wide platform generates significant binding forces in the linkage. The implementation options are covered in our existing guide, how to sync two linear actuators, so we will not repeat them here; for lift tables the decision criterion is simply whether platform width and load eccentricity make a single drive point untenable.
Sizing note: do not size each of a pair at exactly half the total demand. Under a fully eccentric load the split can be considerably worse than even, and the more heavily loaded unit sets the requirement.
Stroke is set by the required vertical rise and the linkage ratio — for many arm-to-arm configurations the actuator stroke is substantially shorter than the platform rise, which is one of the benefits of the geometry. Work it out from your CAD, then order the exact figure; stroke is made to order across our industrial series.
Speed is where lift tables bite. Consider a 600 mm rise where the actuator must run slowly to deliver high force: at 5 mm/s an equivalent actuator travel of 300 mm takes 60 seconds. Up and down is 120 seconds — and that is a full minute of the two-minute continuous on-time allowance consumed by a single cycle.
The practical consequences:
Environment. Indoor assembly and packing: IP65. Dusty bulk handling or a dock-adjacent position: IP66. Wash-down: IP67. See the warehouse IP rating guide. Published operating temperature on the FY028, FY020 and FY015 spec tables is −20°C to 65°C.
Rated payload: ____ kg
Platform + upper linkage mass: ____ kg
Platform dimensions: ____ mm × ____ mm
Vertical rise required: ____ mm
Collapsed (lowered) height limit: ____ mm
Scissor angle at lowest position: ____ °
Actuator mounting configuration: arm-to-arm / base-to-arm / horizontal / direct
Load placement: always centred / can be fully eccentric
Full cycles per hour: ____
Holding requirement: seconds/minutes held under load: ____
Environment: indoor / dusty / wash-down / cold chainThe three lines most often missing from enquiries are collapsed height, scissor angle and holding time — and all three change the answer.
Why does a scissor lift need more force at the bottom?
The scissor angle is smallest there, so the effective lever arm is shortest and the required actuator force peaks. Size at the fully lowered position.
How much force does a lift table actuator need?
A multiple of the load, determined by your specific pivot and mounting geometry. Derive it from your CAD or send us the linkage drawing.
One actuator or two?
One for narrow tables with centred loads; two for wide platforms or eccentric loading — synchronised, and each sized above a simple 50/50 split.
Can the table hold position without power?
Only if the drive is mechanically self-locking at your load. Confirm this per model; if it holds electrically, that time counts against duty cycle.
What stroke will I need?
Usually less than the platform rise, because the linkage multiplies travel. Calculate from your geometry and order the exact figure.
Which model suits a 1,000 kg table?
That depends entirely on the geometry multiplication factor, not on the 1,000 kg alone — a table needing 3× multiplication at its lowest point demands roughly 30 kN at the rod, above our published single-unit maximum of 16,000 N, and would point toward a two-actuator layout or a revised linkage. Send us the drawing and we will confirm.
Send payload, platform size, rise, collapsed height limit and your scissor geometry (a sketch or CAD screenshot is enough) and we will return the required rod force at the worst-case position, a model recommendation and the achievable stroke.
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