CSCS Self-Erect Crane study materials
CSCS Self-Erect Crane study resources

CSCS Self-Erect Crane: Stability, Load Charts and Lifting Calculations

CSCS Self-Erect Crane · Work through your exam, one topic at a time.

All guide sections

Stability, Load Charts and Lifting Calculations

Stability and capacity questions reward careful reading of the chart and the configuration.

Stability

  • Load moment = load × radius. The counter-moment from ballast and counter-jib resists it. Stability is lost when the load moment exceeds the resisting moment, or when the crane is unloaded with the jib downwind (backward stability).
  • Out-of-service conditions require the crane to be left in the manufacturer's specified configuration (often jib free to slew, trolley at a stated position) so it weathervanes safely.

Load charts

  • Charts are specific to jib length, counter-jib/ballast, height, and whether anchored. Read the chart title before the numbers.
  • Capacity reduces with increasing radius; find the radius, read across, apply any deduction for loose gear (sling, shackles, hook block if not included).
  • Some charts give gross and some net capacity - a classic trap.

Worked example

A chart gives 2,400 kg at 20 m radius (net). The load weighs 2,150 kg and rigging 180 kg. Total 2,330 kg < 2,400 kg, so it is within capacity - but only if the configuration matches the chart and wind is within limits. If the chart were gross, deduct the hook block and rigging before comparing.

Traps

  • Using a chart for a different ballast or jib configuration.
  • Ignoring rigging weight.
  • Confusing rated capacity with the test load figure.