Rigging

Rigging a Multi-Leg Lift

A four-leg bridle does not divide by four, and the angle it hangs at is set by the sling lengths on the racking rather than by the pick sheet.
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Half Past Eight in the Yard, With Tomorrow's Bridle Half Made Up

The pick sheet says four legs and 6.4 tonnes, and the racking behind you holds two-metre, three-metre and four-metre legs with nothing in between. The tag on each of them states a working load limit that belongs to one condition — a straight vertical pull, one leg, no bend, no side load — and the assembly you are about to build will never once be in that condition. Everything between the number on the tag and the number the leg will actually see tomorrow is arithmetic, and it has to be finished tonight, while the hire desk still answers the phone and the racking is still open.

Two questions get muddled at this hour and they belong to different people. What the machine can hold is a chart question — configuration, radius, deductions, the ground under the floats — settled elsewhere by someone with the manual for that serial number in front of them. What the assembly under the hook can hold is yours. Nor are the two sequential, which is the awkward part: the rigging is a deduction from the chart, so the lift planner cannot close his half until you have chosen the bridle, and you cannot finalise the bridle until you know the item is going on that machine at that radius. Somebody has to guess first, and the guess that gets revised least is the rigging one.

A bridle is a chain of separately rated items and is worth exactly what its weakest member is worth: hook, master link, legs, the terminal fittings swaged or spliced onto them, shackles, the lifting points welded to the item, and the steel behind those points. Sizing the slings, finding them comfortable and calling the job done is the ordinary way to build an assembly that fails at the fourth item down the list.

The Angle Is an Output, Not Something You Select

Rigging courses teach sling angle as though it were a dial. On a real pick it is nothing of the sort: the lift points were fixed by whoever fabricated the item, the leg lengths are fixed by what is on the racking, and the angle is simply what those two produce. The relationship is the plainest trigonometry on the job. Call the horizontal distance from a lift point in to a spot directly below the hook the run, and the leg length L. Then the cosine of the angle to horizontal is the run divided by L, and you have no more freedom than that unless you buy a different sling.

The run is where four-leg picks go wrong, because it is not the half-width. The legs go out to the corners, so on a rectangular lift-point pattern the run is the half-diagonal. Lugs on a 2.4 by 1.6 metre pattern give a half-diagonal near 1.44 metres against a half-width of 1.2 — so a four-leg bridle made from the same slings hangs shallower than a two-leg one on the same item, not steeper. Holding 60 degrees there needs legs of about 2.9 metres where the two-leg version managed on 2.4. People build from the width, hang it, and wonder why the angle came out at 53 rather than 60.

Headroom is the other constraint and usually the one that bites first. Height from the lift points up to the master link is the run times the tangent of the angle, so 60 degrees costs about 1.73 metres of height per metre of run. Into a plant room with 3.2 metres between the top of the skid and the underside of the block, on that same 1.44-metre run, you are capped near 65 degrees and that is fine. Take the item somewhere with two metres of headroom and the geometry hands you 54 degrees whether you like it or not. When the headroom is not there the answer is a spreader, never a shallower angle accepted quietly.

What the angle then does is the part everyone half-remembers. Tension is the vertical share divided by the sine of the angle to horizontal, so the multiplier climbs slowly and then very fast: barely anything from 90 down to 60, half as much again by 40, doubled at 30. The last column of the table gets less attention and causes more damage — the horizontal pull the leg applies inward at its attachment point, as large as the vertical share at 45 degrees and larger than it at 30. That force is not carried by the sling. It is carried by the thing you are lifting.

Pure geometry of a sling leg, per unit of the vertical load that leg supports
Angle to horizontalTension multiplier (1 ÷ sin)Headroom per metre of runInward pull at the lift point
75°1.043.73 m0.27
60°1.151.73 m0.58
50°1.311.19 m0.84
45°1.411.00 m1.00
40°1.560.84 m1.19
30°2.000.58 m1.73
Pure geometry of a sling leg, per unit of the vertical load that leg supports

What is actually between the hook and the load

A four-leg bridle taken apart from the hook downward: the hook block with its master link, the four legs fanning out below it, the shackles at the foot of each leg, the lifting points welded to the item, and the item itself with its centre of gravity sitting off the middle.
  1. Hook block and master link — the top of the chain, and the one item nobody rates because it arrived on the crane — its throat opening and the master link's rating both govern the assembly like everything else
  2. The four legs — each one carrying its vertical share divided by the sine of the angle it happens to hang at, and no two of them guaranteed to be carrying the same thing Sling Leg Tension and Angle Factor Calculator
  3. Shackles and terminal fittings — rated for a pull in line with the shackle, derated by the maker's own schedule the moment a leg pulls it sideways, and fitted so a moving sling cannot back the pin out
  4. Lifting points on the item — a padeye is stiff in its own plane and weak across it, so the direction a leg pulls matters at least as much to this layer as the size of the pull does
  5. The item, and where its weight sits — the only layer whose weight has to be right before any of the layers above it can be sized, and the one most often described by a drawing that predates a design change Crane Lift Utilisation Calculator

With the run measured and the leg length chosen off the racking, the angle is already decided — so the question left tonight is what the worst leg carries at it, and what rated capacity that obliges you to go and find.

The weight hanging below the hook, as weighed or as certified.

How many legs of the sling assembly are attached to the load.

The angle between a sling leg and the horizontal plane of the load.

How far the centre of gravity sits from the midpoint, as a share of the span between attachment points.

Tension in the most heavily loaded leg

1,270 lbf

Medium confidence

With more than two legs the equal-share figure is the optimistic case. Compare it against the two-leg line in the breakdown, and use the two-leg figure unless the arrangement genuinely equalises.

Load angle factor at this sling angle
1.15 multiplier
Vertical share carried by the most heavily loaded leg
1,102.5 lbf
Tension if only two legs are credited
2,546.11 lbf
Minimum rated capacity needed for each leg
2,546.11 lb
Sideways pull into the load at each attachment
636.53 lbf

Add the equipment this sizes

This result is a specification — 1,270 lbf — not a quantity. Put the thing it sizes into your project: how many, what you call it, and your supplier’s price.

What this calculation does not cover

  • Sizes the sling legs only. Shackles, the master link, the lifting points on the load and the structure behind them each have their own rating, and the assembly is governed by the smallest of them.
  • Applies no design factor. A sling's working load limit already includes one, so the tension here is compared against the rated capacity at the angle of use, never against a breaking strength.
  • Static only. Snatching a load, freeing one that is stuck, hoisting fast or swinging hard all put forces through the rigging that this figure does not contemplate.
  • Says nothing about the crane. Rigging weight is a deduction from the chart capacity, and this page does not compute what remains for the load.

Four Legs, and How Many of Them You Are Allowed to Count

Hang four fixed-length legs off one master link onto a rigid item and the arrangement is statically indeterminate: more unknowns than equations to settle them with. Which legs take the weight is then decided by things nobody measured — a leg a few millimetres longer than its neighbour, a lug 3 mm off the pattern, a base frame that is not flat, a splice bedded in further than the others. Two take most of it, two ride along, and which two can swap as the item settles. That is not a defect in the sling; it is what happens when you constrain something more ways than it can respond to.

The trade handles that with a convention rather than a calculation, and there are two conventions in circulation. The European standards approach it as a mode factor applied to a single leg's working load limit: BS EN 13414-1 for wire rope slings and BS EN 818-4 for grade 8 chain both publish factors for two-, three- and four-leg assemblies in stated angle bands, and the factors given for three- and four-leg slings are built on three legs carrying, not four. North American practice on a rigid load with fixed-length legs is more cautious again and credits two. Neither number is derivable. Both are statements about how much you are permitted to assume, and the one that governs your assembly is the one printed on its tag and repeated on its certificate.

If you want the legs to genuinely share, build sharing into the arrangement rather than hope for it. Chain shorteners set a length; they do not equalise, because once the load is on a shortener is as fixed as the link it holds. A bridle reeved so one continuous part runs over a free sheave equalises to within its own friction. Two independent two-leg slings taken to the ends of a spreader is determinate and the cleanest answer available. And an item that is itself flexible — a bundle, a long girder, a stack of sheets — redistributes as it deflects and shares far better than a welded skid ever will.

Three legs are worth a thought before you reach for four out of habit. Three points define a plane, so a three-leg bridle finds one hang and settles there, which removes the indeterminacy that four legs introduce. The catch is that it only works while the centre of gravity projects inside the triangle those three points make. Outside it, the item tips until something that was never meant to be a lifting point becomes one. On an item whose weight is genuinely off to one corner, three legs is the arrangement that shows you the problem at 100 millimetres off the ground instead of at head height.

The Centre of Gravity Is Not Where the General Arrangement Put It

On a fabricated skid the drawing gives an outline and the equipment schedule gives masses, and somebody still has to do the moment sum that turns them into a point. Do the sum on paper, then treat it as a first estimate rather than a fact, because the classic errors are all things a drawing cannot show: an oil charge shipped in the gearbox, ballast added at the works, a motor uprated after the general arrangement was issued, water left in a vessel that was pressure-tested and not fully drained.

Expressed the way the arithmetic wants it, the offset is a fraction of the span between lift points. A centre of gravity a fifth of the span off the middle puts seventy per cent of the weight on the near pair and thirty on the far pair, and it does that regardless of how good the slings are. On a four-leg pick the offset exists in two directions at once, so the pair carrying the larger share is not a side of the item but a diagonal corner of it — and that one corner leg is what the whole bridle has to be sized against. Sizing against the average of four legs on an off-centre load is the most common way to end up with a sling that is comfortably rated for a load it is not carrying.

The measurement, in the end, is the trial lift, and it is a measurement rather than a formality. Take the item a hundred millimetres clear, stop, and look at the hoist rope against something vertical. A load that hangs out of level is telling you the hook is not over its centre of gravity, and the direction it tilts tells you which way the hook has to move. Correct it by moving the hook, not by shortening a leg, unless the legs are adjustable by design and the certificate says so — a leg shortened to level a load has changed its angle, its tension and its rating all at once, and none of that is written down anywhere.

  1. Do the moment sum from the equipment schedule before you leave the yard, and write down the assumption rather than carrying it in your head.
  2. Ask what is inside the item as shipped: oil, water, ballast, packing, and anything fitted after the drawing was issued.
  3. Set the bridle for that estimate, take the load 100 mm clear, stop, and read the tilt against a vertical reference rather than by eye across the yard.
  4. Move the hook toward the leaning side and repeat until the item hangs level, or until the offset is large enough to want a spreader instead.
  5. Land it, and only then reassess whether the sling sizes chosen against the estimate still cover the corner the trial lift found.

What a Shallow Bridle Does to the Thing It Is Lifting

The inward pull in the last column of that table has to go somewhere, and it goes into the item. At 45 degrees each leg squeezes its lift point toward the centre with a force equal to the vertical share it carries; at 30 degrees it squeezes harder than it lifts. That closes a cabinet's panels and creases its corners, bends a skid's lugs inward, and does to a bundle exactly what a ratchet strap does. Fabricators know it, which is why the lifting detail on a decent drawing states a minimum sling angle or a minimum spreader dimension, and that sentence is a requirement rather than advice.

Padeyes are the sharpest version of the problem. A padeye is a plate: stiff in its own plane, and comparatively weak across it. A leg that runs off to a corner rather than in the plane of the plate loads it out of plane, and the fabricator's detail normally states a tolerance in degrees for exactly that. Shackles are the fitting that lets a leg swing to where it wants to be, which is why the bow goes to the sling and the pin goes through the padeye when several legs meet at one point — the legs bear on the bow, they can rotate freely in it, and they cannot work the pin loose. Side loading a shackle away from the plane of its bow derates it, and the maker publishes that reduction against angle in its catalogue. There is no generic figure worth committing to memory; go and look it up for the shackle in your hand.

Two more deratings live at the sling itself. A wire rope bent tightly round a corner loses capacity as the ratio of bend diameter to rope diameter falls, and the maker publishes the efficiency against that ratio. Synthetics do not lose capacity gradually at an edge; they cut, and a roundsling can part on a rolled plate edge that looked harmless in the yard. BS EN 1492-1 and BS EN 1492-2 both address edge protection, and the radius that decides it is the one on the real corner with its weld cap and its burr, not the one on the section detail.

When the geometry cannot be fixed by buying longer slings, the answer is a beam, and the two kinds of beam do different jobs. A spreader is loaded in compression: it holds the lift points apart so the legs above it can stand steep, and it takes the inward pull out of the item entirely. A lifting beam is loaded in bending: it lets you pick a long or awkwardly balanced item from a single point above it, and it is correspondingly heavier for the same capacity. Both are below-the-hook devices with their own rated capacity, marking and inspection record — ASME B30.20 and ASME BTH-1 in the United States, BS EN 13155 in Europe — and both are a deduction from the crane's chart capacity. The forgotten spreader is very often the heaviest single item in the assembly and the one nobody weighed.

A Gust Does Not Push the Load, It Repoints the Whole Assembly

The horizontal force a gust puts on a sail area is the input, not the answer. What matters to a bridle is what that force does to the geometry you spent last night setting. Hook block, links, legs and item hang as one pendulum, and they swing until the resultant of the item's weight and the wind's push runs through the hook. The legs keep their angles relative to the item — they are attached to it — but every one of them changes its angle relative to that resultant. The legs on the downwind side steepen and pick up load. The upwind ones go shallow, shed load, and on a light item in a strong gust they can go slack altogether. A slack leg is not merely an idle leg: when the swing comes back, it comes tight again with the load already moving, and a shock load through an assembly rated for a static pull is how a leg that passed every inspection ends up on the floor.

There is a second effect a single-point pick does not have and a bridle does. Wind pushes at the centre of the presented area; weight acts at the centre of gravity; on a tall item — a tank, a sheeted plant module, a clad frame — those two points are metres apart vertically. The difference is a couple trying to rotate the item about the hook, and what resists it is the difference in tension between the upwind and downwind legs. That is a real load path, one more reason the worst leg is not the average leg, and why a tall item on a short bridle behaves worse than the same item on a long one.

Sail area and drag factor are where honesty is required rather than arithmetic. The area to use is the largest face the item can end up presenting, not the one it starts in, because anything free to rotate will find its broad side without your help. The coefficient is the part with no safe default: a compact casting, a lattice frame, a sheeted frame and a flat panel behave very differently, and the value that governs comes from the standard the lift plan is written under or from the crane manufacturer's own guidance. The flat-panel end of that — what a large glazed unit presents to a gust, and how the drag factor moves the answer — is worked through on this site's guide to lifting and setting heavy glass, so it is not repeated here.

None of which overrides the limit that governs. Every machine has a maximum permissible in-service wind speed for its configuration, published in the manufacturer's manual and underwritten by BS EN 13000 for a mobile crane in Europe, with BS 7121-1 and AS 2550.1 setting the framework around reading and respecting it. The figure that counts is a gust at the height the item will hang, not an average beside the site cabin. Tag lines do not delete the force either — they convert a swing into a steady side load held by two people on the ground, a different hazard rather than an absent one. Lines go to the item or the lifting frame and never to a sling leg, long enough to keep the holder outside the drop zone, and never wrapped round a hand.

Before you decide whether tomorrow's forecast leaves the bridle you built still hanging plumb, put the worst face the item can present against the gust expected at working height, and see how far off vertical the whole assembly ends up.

The area the load presents to the wind, seen along the wind direction.

The gust speed at the height the load will actually hang, not the average at ground level.

The drag coefficient for the load's shape, from the standard governing the lift plan.

The density of the air the lift takes place in.

The weight of the item hanging below the hook.

The length of hoist rope between the boom head and the load.

The horizontal distance from the crane's centre of rotation to the load.

Horizontal wind force on the load

798 lbf

Medium confidence

A static description of one gust on one orientation. It does not model the load swinging, rotating into its worst face, or the wind acting on the boom and the crane itself, all of which the manufacturer's permissible wind speed already accounts for — that limit governs, not this arithmetic.

Wind pressure on the sail area
6.14 lbf/ft²
Angle the load hangs off vertical
6.88 °
Sideways offset of the load
3.95 ft
Added moment from the offset
26.15 kip·ft
Moment about the slew centre if the wind blows across the boom
52.68 kip·ft
Load moment at the radius with no wind
436.59 kip·ft

Add the equipment this sizes

This result is a specification — 798 lbf — not a quantity. Put the thing it sizes into your project: how many, what you call it, and your supplier’s price.

132 ft
Schematic, drawn to the proportions you entered — not to scale on screen.

What this calculation does not cover

  • Covers the load only. Wind on the boom, the jib and the machine is part of the manufacturer's stability case and is not computed here.
  • Assumes a steady gust on a fixed orientation. A load free to rotate will find its largest face, and a dynamic swing overshoots the static angle.
  • The manufacturer's maximum permissible wind speed for the configuration is a limit, not a target, and no calculated force overrides it.
  • Tag lines change the picture: they resist swing but transfer that force to whoever is holding them, which is its own hazard in a rising wind.

The Bridle Is a Lifting Accessory, Not a Bag of Parts

Make an assembly up in the yard and you have created a lifting accessory, not gathered some components, and it has to be identifiable as one. Each leg carries its own mark and certificate; the assembly needs a statement of what it is rated to and in what mode, because a four-leg bridle's rating is a property of the legs, the master link, the terminal fittings and the mode factor together. An illegible tag is not a paperwork irritation — the rating and the mode live on it, and a sling nobody can read is out of service, tonight, without argument.

The examination regimes are worth knowing by name, because none of them is the same thing as your pre-use look. The Lifting Operations and Lifting Equipment Regulations 1998 require thorough examination of lifting accessories at the interval stated in the Regulations or under an examination scheme drawn up by a competent person, and LEEA's Code of Practice for the Safe Use of Lifting Equipment sets out how that is done. OSHA 29 CFR 1926.251 requires rigging equipment to be inspected before use on each shift and lists the conditions that take a sling out of service, with ASME B30.9 behind it holding the removal criteria by sling type. What none of them replaces is the look you give it while you are making it up, in decent light, with time to swap a leg.

That look is short and material by material. Wire rope: broken wires, a kink, corrosion at the ferrule, a thimble that has closed. Grade 8 chain: stretch measured over a stated number of links against the maker's own figure, gouges, a link that is bent or twisted. Webbing and roundslings: cuts and abrasion at the eyes, damaged edge stitching, glazing from heat, chemical staining, and any sign of the core showing through a roundsling cover — because that cover is there to protect and to signal, and a visible core means both jobs are over. Hooks: throat opening against the maker's figure, twist across the throat, and the understanding that a latch retains the sling and carries nothing.

  1. Read every tag before anything goes in the bag, and reject the leg rather than the tag if you cannot read it.
  2. Check the mode the assembly is rated in matches the mode you are about to use it in — a four-leg bridle at 40 degrees is not the same entry as the same slings used in a basket.
  3. Lay each leg out full length rather than judging it coiled, and run a gloved hand along it if the light is poor.
  4. Match shackle size and grade to the leg and to the padeye hole, and confirm the pin can be fitted so a moving leg cannot back it out.
  5. Fit the edge protection now, cable-tied in place, rather than intending to fit it at the hook in the morning.
  6. Weigh or tally the finished assembly, spreader included, and send that figure to whoever is closing out the chart calculation.

What Goes on the Sheet, and What the Next Shift Inherits

Write the assembly down while it is still in front of you. Leg length and type, the mode, the angle the geometry produces, the worst leg's tension and the rated capacity that covers it, shackle sizes, the spreader and its weight, the centre-of-gravity assumption and how you reached it, the wind limit and who reads the anemometer, and the point in the sequence where the trial lift happens and everybody stops to look. Half a page turns tonight's reasoning into something the morning crew can check rather than re-derive at the hook with the driver waiting.

Name what would invalidate it, too. A different lift point than the fabricator's detail shows. An item heavier than the docket, discovered on the trial lift. Less headroom than measured, which arrives as a shallower angle and moves the tension the wrong way on a curve already steepening. Any of those means the sheet is revisited, not adjusted verbally between two people standing under a suspended load.

Then send the rigging weight back up the chain — legs, master link, shackles, spreader, chain blocks, tag lines — because it is a deduction from the chart, and it is the one number the lift planner cannot get anywhere except from the person holding it. Keep the record thin but real: which slings went out on which job, what came back damaged, what was removed from service and why. Lifting arguments settle months later between a hire company, a principal contractor and an insurer, and the party that wins is the one who wrote down what the bridle was, what it was rated to, and what it was hanging in.

Settled in the yard, before the bag is closed

Six things that have to exist before the bridle leaves the racking — three about geometry, three about what is allowed to carry it.

  • The run, measured to the corner — Half-diagonal on a rectangular lift-point pattern, not half-width — the number that decides what leg length buys you a usable angle.
  • Available headroom under the hook — From the lift points to the underside of the block in the tightest part of the travel, because that is what caps the angle regardless of what the sheet asks for.
  • Tension in the worst leg, not the average — Vertical share divided by the sine of the angle, taken at the diagonal corner the centre of gravity leans toward, and against the leg count the tag credits rather than the leg count fitted.
  • A centre-of-gravity assumption you can defend — Moment sum from the equipment schedule, plus a note of what is inside the item as shipped, plus the trial lift that either confirms it or moves the hook.
  • The rest of the chain, item by item — Master link, terminal fittings, shackle size and grade, padeye direction tolerance from the fabricator's detail, and edge protection cable-tied on before it goes in the bag.
  • Weight of the assembly, sent upstream — Legs, links, shackles, spreader and tag lines totalled and passed to whoever is closing the chart calculation, because it is a deduction from their capacity and not from yours.
Open this as a workspace →

Opens the calculators above on one screen with the dimensions from this article already filled in. Quantities only — this site publishes no price list, because local prices vary too much to publish honestly.

Drawn from

  • ASME B30.9, Slings
  • ASME B30.10, Hooks
  • ASME B30.20, Below-the-Hook Lifting Devices
  • ASME BTH-1, Design of Below-the-Hook Lifting Devices
  • ASME B30.26, Rigging Hardware
  • ASME B30.5, Mobile and Locomotive Cranes
  • ASME P30.1, Planning for Load Handling Activities
  • OSHA 29 CFR 1926.251, Rigging Equipment for Material Handling
  • OSHA 29 CFR 1926 Subpart CC, Cranes and Derricks in Construction
  • BS EN 13414-1, Steel wire rope slings — Safety — Slings for general lifting service
  • BS EN 818-4, Short link chain for lifting purposes — Safety — Chain slings, Grade 8
  • BS EN 1492-1, Textile slings — Safety — Flat woven webbing slings made of man-made fibres for general purpose use
  • BS EN 1492-2, Textile slings — Safety — Roundslings made of man-made fibres for general purpose use
  • BS EN 13889, Forged steel shackles for general lifting purposes
  • BS EN 13155, Cranes — Safety — Non-fixed load lifting attachments
  • BS EN 13000, Cranes — Mobile cranes
  • BS 7121-1, Code of practice for safe use of cranes — General
  • Lifting Operations and Lifting Equipment Regulations 1998 (LOLER), United Kingdom
  • LEEA Code of Practice for the Safe Use of Lifting Equipment, Lifting Equipment Engineers Association
  • AS 2550.1, Cranes, hoists and winches — Safe use — General requirements
  • AS 4991, Lifting devices
  • The Crosby Group General Catalog, for shackle side-load reduction schedules and D/d efficiency data

Guidance, not a specification. Local codes, the engineer of record and the product manufacturer’s instructions govern where they differ from anything written here.