Floatation chains
|
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• Increased stability
• Easy installation and maintenance
• Better protection of the ground
• Ecological solution to the effect of tracks
• For tires of 19.5" to 21" wide
Specifications
|
MODEL |
WEIGHT (LBS) |
MACHIN WIDTH |
IMPRINT PER AXLE |
WEIGHT OF TIRE & CHAINS |
TIRE WIDTH / CHAINS |
DIAMETER OF TIRE |
|---|---|---|---|---|---|---|
| Marquis TR-26" | 5380 | 136 in | 4944 in2 | 5830 in2 | 26 in | 58.7 in |
| Marquis UF-36" | 6725 | 146 in | 7046 in2 | 7030 in2 | 36 in | 58.7 in |
| Marquis UF-40" | 7140 | 150 in | 7739 in2 | 7370 in2 | 40 in | 58.7 in |
| Marquis UF-48" | 7760 | 166 in | 9124 in2 | 8030 in2 | 48 in | 58.7 in |
Specification sheet
Note: The characteristics and technical data contained in this sheet can be the object of modifications without previous notice.
Ground pressure
| EMPTY (PSI) | CAPACITY (PSI) | ||||
|---|---|---|---|---|---|
| MODEL | GROUND PRESSURE | FRONT | BACK | FRONT | BACK |
| Marquis TR-26" | Without ground consolidation | 7.7 | 6.0 | 7.7 | 11.3 |
| Marquis UF-36" | Without ground consolidation | 5.6 | 4.4 | 5.6 | 8.1 |
| Marquis UF-40" | Without ground consolidation | 5.1 | 4.0 | 5.1 | 7.4 |
| Marquis UF-48" | Without ground consolidation | 4.4 | 3.5 | 4.4 | 6.4 |
| Marquis UF-36" | With ground consolidation | 5.0 | 3.9 | 5.0 | 7.2 |
| Marquis UF-40" | With ground consolidation | 4.5 | 3.5 | 4.5 | 6.5 |
| Marquis UF-48" | With ground consolidation | 3.8 | 3.0 | 3.8 | 5.5 |
Ground pressure sheet
Note: The characteristics and technical data contained in this sheet can be the object of modifications without previous notice.
• 40 000 lbs of laod are distributed as follows: 66% on the rear pressure, 0% on the front suspension and 34% on the ground.
• The imprints of the chains are calculated to a penetration to the ground of 6 inches.
• The imprints of the tires are calculated to a penetration to the ground of 4 inches.
• The location of the imprints is calculated in vertical projection in comparison with the surface of chains and tires.
• When the conditions are favourable for the consolidation of the ground, the pressure on the ground is lower because of the spaces empty between the paddles of chains that can be included in the surface calculation (Such as snowshoes).
