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Palfinger PC 3800 - Page 79

Palfinger PC 3800
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Chapter 7 Preparing for crane operation
Ground pressure
Ground pressure by support jacks max. 400 N/cm² (58 psi).
Permissible ground pressure under DIN 1054
Heaped up soil, that was not stabilized artificially. 0 - 10 N/cm² (0-14.5 psi)
Asphalt 20 N/cm² (29 psi)
Grown, obviously untouched soil.
1. Mud, turf, marsh 0 N/cm² (0 psi)
2. Incohesive soils:
Fine sand to medium sand 15 N/cm² (21.75 psi)
Coarse sand to gravel 20 N/cm² (29 psi)
Compacted gravel 25 N/cm² (36.25 psi)
3. Cohesive soils:
Mushy 0 N/cm² (0 psi)
Soft 4 N/cm² (5.8 psi)
Stiff 10 N/cm² (14.5 psi)
Semisolid 20 N/cm² (29 psi)
Hard (solid) 30 N/cm² (43.5 psi)
4. Rock:
Weathered 100 N/cm² (145 psi)
Determining necessary support area (use metric or imperial consistently):
Support area A [cm² or in²] =
Supporting force F [N or lbs]
Load capacity of the soil [N/cm² or psi]
The supporting force values are specified in chapter 13, ‘Technical Sheets’.
Note! High-quality supporting pads are available from all
PALFINGER partners.
Caution! If the movement ranges of the supports are not completely
in view of the operator there is an acute risk of accident and danger to
life.
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