A 160 tonne machine is rated for 160 tonnes along the bed. A 300 mm wide bracket bent at the end of a 4000 mm bed applies its force over a fraction of that length, and the frame sees a moment the tonnage rating does not describe. The calculation takes two minutes and prevents a permanent loss of accuracy.
Eccentric work is routine in job shops: channel frames, long brackets, return flanges and repair parts that cannot be positioned centrally because of their shape. The immediate result is usually acceptable, which is what makes the practice dangerous. The damage shows up later as a machine that no longer holds the angle it used to hold, a ram that needs a permanent correction table, or guideway scoring found during maintenance. Because the part was in tolerance at the time, the cause is rarely connected to the job that produced it.
An eccentric load is transferred through the ram into the two cylinders and into the side frames as a couple: the near cylinder takes most of the vertical force, the far side may go into tension, and the frames experience a twisting moment plus horizontal thrust at the top and bottom guides. The bed is loaded in torsion, the upper beam in combined bending and torsion. Within the design envelope this produces recoverable elastic deformation that crowning can partly compensate. Beyond it, the frame yields locally, the guides lose alignment, and the machine takes a permanent set that no compensation table can remove.
The calculation needs the bending force, its centroid position along the bed, the distance between side frames, and the manufacturer's permissible eccentricity. For air bending of mild steel the force per metre can be estimated from tensile strength, thickness squared and the V opening; the exact coefficient depends on the material and the friction condition, so the result should be treated as an estimate to be checked against the machine's tonnage table. The centroid is the middle of the loaded length, not the middle of the part.
| Load case, 4000 mm bed | Eccentricity from centre | Moment relative to centre | Action |
|---|---|---|---|
| Full-length die, centred | 0 | Zero net moment | Rated condition |
| 1500 mm part, centred | 0 | Zero net moment | Full load available at that length |
| 600 mm part, offset 800 mm | 800 mm | Moderate | Check against builder's eccentric limit |
| 300 mm part at bed end | Approx. 1850 mm | High | Reduce tonnage or reposition the part |
| Short part at extreme end, full tonnage | Approx. 1900 mm | Very high | Not permitted without builder confirmation |
Keep the load centroid as close to the centre line as the part allows, and alternate one-sided jobs between ends so wear is shared. Use the widest die consistent with the required radius, since a longer die spreads the reaction and lowers local bed pressure. Where a product mix is inherently one-sided, specify a machine with a stress-relieved monoblock frame, a wide distance between frames and a published eccentric limit rather than discovering the limit in service. Our 400 tonne CNC hydraulic press brake for steel beam bending is built in that class, and for general fabrication the 160 tonne hydraulic press brake covers the common range provided the load stays inside the eccentric envelope.
It reduces the force required for the same bend and it spreads the reaction along more of the bed, so the local pressure and the torsion both fall. It also increases the bend radius, which must still suit the drawing.
Ask the builder in writing. Where no figure is available, keep the load centroid inside about one sixth of the frame width at rated tonnage and reduce tonnage as you move outward; that is a conservative practice, not a substitute for the design data.
Only by mechanical rework of the frame and guides, which is a rebuild rather than an adjustment. Compensation tables and angle corrections treat the symptom and consume accuracy margin, so prevention is the only economic answer.
A 160 tonne machine is rated for 160 tonnes along the bed. A 300 mm wide bracket bent at the end of a 4000 mm bed applies its force over a fraction of that length, and the frame sees a moment the tonnage rating does not describe. The calculation takes two minutes and prevents a permanent loss of accuracy.
Eccentric work is routine in job shops: channel frames, long brackets, return flanges and repair parts that cannot be positioned centrally because of their shape. The immediate result is usually acceptable, which is what makes the practice dangerous. The damage shows up later as a machine that no longer holds the angle it used to hold, a ram that needs a permanent correction table, or guideway scoring found during maintenance. Because the part was in tolerance at the time, the cause is rarely connected to the job that produced it.
An eccentric load is transferred through the ram into the two cylinders and into the side frames as a couple: the near cylinder takes most of the vertical force, the far side may go into tension, and the frames experience a twisting moment plus horizontal thrust at the top and bottom guides. The bed is loaded in torsion, the upper beam in combined bending and torsion. Within the design envelope this produces recoverable elastic deformation that crowning can partly compensate. Beyond it, the frame yields locally, the guides lose alignment, and the machine takes a permanent set that no compensation table can remove.
The calculation needs the bending force, its centroid position along the bed, the distance between side frames, and the manufacturer's permissible eccentricity. For air bending of mild steel the force per metre can be estimated from tensile strength, thickness squared and the V opening; the exact coefficient depends on the material and the friction condition, so the result should be treated as an estimate to be checked against the machine's tonnage table. The centroid is the middle of the loaded length, not the middle of the part.
| Load case, 4000 mm bed | Eccentricity from centre | Moment relative to centre | Action |
|---|---|---|---|
| Full-length die, centred | 0 | Zero net moment | Rated condition |
| 1500 mm part, centred | 0 | Zero net moment | Full load available at that length |
| 600 mm part, offset 800 mm | 800 mm | Moderate | Check against builder's eccentric limit |
| 300 mm part at bed end | Approx. 1850 mm | High | Reduce tonnage or reposition the part |
| Short part at extreme end, full tonnage | Approx. 1900 mm | Very high | Not permitted without builder confirmation |
Keep the load centroid as close to the centre line as the part allows, and alternate one-sided jobs between ends so wear is shared. Use the widest die consistent with the required radius, since a longer die spreads the reaction and lowers local bed pressure. Where a product mix is inherently one-sided, specify a machine with a stress-relieved monoblock frame, a wide distance between frames and a published eccentric limit rather than discovering the limit in service. Our 400 tonne CNC hydraulic press brake for steel beam bending is built in that class, and for general fabrication the 160 tonne hydraulic press brake covers the common range provided the load stays inside the eccentric envelope.
It reduces the force required for the same bend and it spreads the reaction along more of the bed, so the local pressure and the torsion both fall. It also increases the bend radius, which must still suit the drawing.
Ask the builder in writing. Where no figure is available, keep the load centroid inside about one sixth of the frame width at rated tonnage and reduce tonnage as you move outward; that is a conservative practice, not a substitute for the design data.
Only by mechanical rework of the frame and guides, which is a rebuild rather than an adjustment. Compensation tables and angle corrections treat the symptom and consume accuracy margin, so prevention is the only economic answer.
