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Rigging

Total rigging weight and hook load

Rg=mhb+msp+nsms+nshmsh+moWt=m+Rg1000
where
Rg
rigging weight (kg)
mhb
hook block (kg)
msp
spreader or lifting beam (kg)
ns, m_s
number of slings and mass of each (kg)
nsh, m_sh
number of shackles and mass of each (kg)
mo
other items (kg)
Wt
total hook load (t)
m
weight of the load (t)
Explain this equation

Totals the weight of the lifting gear and adds it to the load to give the hook load. Use it before the load chart check so nothing hanging on the hook is missed.

m_hb is the hook block and m_sp is a spreader or lifting beam. n_s slings of m_s each and n_sh shackles of m_sh each are counted, and m_o covers master links, packing and tag lines. R_g is the total rigging weight in kg. W_t adds it to the load m in tonnes.

Everything below the hook sheave is lifted by the crane, so it all counts. Dividing by 1000 turns kilograms into tonnes so the result matches the load chart.

Sense check: a 350 kg hook block, four 12 kg sling legs and four shackles add about 0.4 t. On a 5 t load that is an 8% increase.

Watch out: spreader beams and frames are often heavier than expected. Take their weights from the manufacturer's marking.

Adds up the hook block, beams, slings, shackles and other gear so the total hook load can be checked against the crane chart.

t
kg
kg
ratio
kg
ratio
kg
kg

Enter your values to see the result.

Good to know

Take masses from the manufacturers’ data or weigh the items. A 4-leg chain sling assembly is usually entered as one sling with its total mass. Spreader beams and lifting frames can weigh more than the load on light lifts. Carry the total into the load chart utilisation calculator.

Common mistake

Leaving out the spreader beam or the hook block because they “belong to the crane”. Everything below the hook sheave counts unless the chart notes say otherwise.

Limits

Simple sum; no allowance for weight uncertainty. For planning only: this does not replace a lift plan prepared by a competent person under LOLER 1998 (reg. 8) and BS 7121, and the manufacturer’s WLL markings, load charts and data always govern over this result.

Sources

Results are calculations from the published methods and figures shown, and depend on the data you enter. For planning and checking only. Scaffolds must be erected to NASC TG20 or a bespoke design by competent persons, and lifting operations planned under LOLER by a competent person. Never rely on these results instead of a design, a lift plan or manufacturer ratings.

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