Crane Outrigger Reaction from Lift Geometry

The maximum single-outrigger reaction over a corner from the gross load and radius, counterweight.

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Checked against published worked examples from: Crane load-moment method / SAE J1063 stability.

Details, formula, and sources

ScopeThe maximum single-outrigger reaction over a corner from the gross load and radius, counterweight, and outrigger spread (R_max = (W+Wc)/4 + M/(sqrt(2) spread) while all four pads are down, and sqrt(2) M/spread once the far one lifts; it reports an overturned crane as such). Not a quarter-share -- swinging over a corner can concentrate well over half the load into one outrigger. The load a crane ground-bearing check asks for but never derives.

Formula or tableeven = (W + Wc)/4; overturning M = W x R - Wc x Rc; R_max = even + |M|/(sqrt(2) x spread) while the far outrigger stays in compression. When even is less than |M|/(sqrt(2) x spread) that pad has lifted, the crane stands on three, and R_max = sqrt(2) x |M| / spread. At |M| >= (W + Wc) x spread / sqrt(2) the resultant is over the corner and the crane overturns.

Source and editionCrane load-moment method / SAE J1063 stability, by name.

Free accessThe over-corner outrigger-reaction estimate is a public statics result; the crane manufacturer's load-moment chart governs.

What governsEstimate. Head rigger and manufacturer working-load-limit charts govern. Inspect every piece of hardware before the show.

API field namesgross_load_kip, counterweight_kip, load_radius_ft, cw_radius_ft, outrigger_spread_ft, even_share_kip, overturning_kipft, reaction_max_kip

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