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Lifting beams with adjustable hooks
Lifting beams with adjustable hooks
Lifting beams with adjustable hooks

Lift Sling Rigging Co., Ltd. manufactures lifting beams with adjustable hooks - below-the-hook lifting beams from 0.1 t to 180 t with adjustable hook positions and positive locking, so one beam suits loads of different widths and centre-of-gravity positions. Built to EN 13155 (load-bearing parts withstand 2 x WLL without permanent deformation) and ASME B30.20 with BTH-1, proof load tested before despatch, supplied with nameplate, test certificate and instruction handbook. Low-headroom profiles and custom spans available. Phone 18066002268.

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Release time:2026-09-15 11:41

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Lift Sling Rigging Co., Ltd Produce Lifting beams with adjustable hooks,Adjustable Lifting Beam.


Lifting Beams with Adjustable Hooks are below-the-hook lifting beams — rigid steel beams that hang from a single crane hook and carry the load on hooks beneath them — manufactured by Lift Sling Rigging Co., Ltd. in a capacity range from 0.1 t to 180 t. The difference from a fixed-hook beam is that the lower hooks slide along the beam and lock at preset positions, so one beam covers loads of different widths, shapes and centre-of-gravity positions instead of several fixed beams. The beam hangs from the crane hook at a single top suspension point and the load is carried by the outboard hooks, which means the hooks hang vertically — no angled sling squeezing the load, no horizontal force crushing it. Every beam is built to the structural requirements of EN 13155 and ASME B30.20 with BTH-1, proof load tested before despatch, and delivered with a nameplate, a test certificate and an instruction handbook.

Lifting beams with adjustable hooks adjustable lifting beam

Lifting beam with adjustable hooks - the lower hooks reposition and lock along the beam

1. What Is a Lifting Beam with Adjustable Hooks?

A lifting beam is a beam-type lifting device: a load-bearing beam plus the rigging that connects it to the crane hook and to the load. It is not a sling and it is not a crane component — it is an accessory that sits between the crane hook and the load, and it has its own rated load, its own serial number and its own certification.

Beams come in two families:

  • Fixed-hook (non-adjustable) lifting beams — the load hooks are welded or bolted at set positions. Simple and rigid, but one beam only fits one load width.
  • Adjustable-hook lifting beams — the load hooks can be repositioned along the beam and locked. This is the type on this page.

Two terms are used loosely in the trade, and the distinction that matters is where the top suspension is. A beam whose top suspension is a single central point, with the load hung outboard below it, works in bending. A beam whose top slings run from lugs at the two ends up to the crane hook — commonly called a spreader beam — resists compression between those lugs as well as bending, and is used where a wide span has to be supported by a crane whose hook height would otherwise force very steep sling angles. Many beams are a combination of both. What you need to know for any of them is the same: the rated load, the position it applies to, and the tare weight.

What adjustable hooks buy you. Load width changes between jobs, centre of gravity shifts between variants of the same part, and the load itself is not always symmetrical. With a fixed beam each of those cases needs a different beam; with adjustable hooks you reposition, lock and lift. On site that is usually the difference between one lifting accessory and four.

2. Why Use a Beam Instead of Slings Alone?

Slings are cheaper and lighter, so the question is fair. Three things change when you put a beam in:

  • The slings above the load stop squeezing it. Rig a load with two slings at an angle and you get two effects: the tension in each sling rises above half the load, and the horizontal component of that tension pushes the two sling legs together. On a rigid or finished load — a machine bed, a concrete panel, a transformer tank — that lateral force is what bends, dents or scores the product. With a beam the hooks hang vertically, so there is no lateral component at all.
  • One crane hook can pick up several points that are far apart. A long or wide load needs its pick points spread out to stay level and to keep the load's own bending stress low. With slings alone, spreading the pick points means steeper sling angles and more load in the crane. A beam lets you spread the points as far as you like while keeping the top slings short.
  • The load stays level and the pick is repeatable. Adjustable hooks let you match the pick points to the centre of gravity once, mark it, and reproduce it on the next part instead of re-rigging from scratch.
Lifting beam, spreader beam and straight slings compared
AspectLifting beam (adjustable hooks)Spreader beamStraight slings only
Load pathSingle top suspension; outboard hooks take the load; beam in bendingTop slings from the ends; beam resists compression as well as bendingDirect from the crane hook to each pick point
Lateral force into the loadNone — the hooks hang verticallyNone — the top slings are above the beam, not across the loadYes — angled slings compress the load
AdjustabilityHooks reposition and lock to suit width and centre of gravitySpread usually fixed, sometimes adjustableOnly by re-rigging
Best suited toWide, long or rigid loads whose width or centre of gravity changesVery wide spans, where headroom is not the limitCompact loads that tolerate sling angles

3. Net Capacity: the Beam's Own Weight Is Part of the Lift

This is the single most common cause of an overloaded crane, and it is pure arithmetic. The beam hangs on the crane hook, so the crane is lifting the beam as well as the load. The hook load is:

Payload available = Crane rated capacity - Beam tare weight - Rigging below the beam

Two consequences follow:

  • A heavy beam eats into your lifting capacity. If a 20 t crane is asked to lift a 20 t load through a 1.5 t beam, the crane is being asked for 21.5 t. The lift is not permitted, and no amount of rigging skill changes that.
  • The tare weight has to be the real one. Every beam is marked with its own tare weight on the nameplate. Use the marked figure for that serial number, not a catalogue estimate — the same nominal beam can differ between units once options such as low-headroom profiles or extended spans are added.

Worked example — 20 t crane:

Net payload calculation for a 20 t crane
DeductionWhat it isExample
Crane rated capacityThe capacity at the radius and configuration you are actually using20 t
Beam tare weightThe beam's own mass, marked on its nameplate1.5 t
Rigging below the beamShackles, hooks and any slings between the beam and the load0.15 t
Net payload available20 - 1.5 - 0.1518.35 t

Two further checks belong with that arithmetic. The crane's capacity is not a constant — it falls as you work at longer radius with more boom, so use the capacity for your radius. And if the beam is used under a jib or a hoist with limited drum capacity, check the hoist limit and the rope length as well as the load chart.

4. Adjustable Hooks: Why the Rating Depends on Hook Position

A beam is not a hook, and its strength is not a single number you can read off in isolation. With a single top suspension point, the load hung by the outboard hooks is acting at a distance from that suspension point. The further out the hooks are, the larger the bending moment the beam has to carry, and the lower the load it can safely take.

The practical rule: a lifting beam's rated load applies at a stated hook position, and the position is part of the rating.

Hook position and what it does to the rating
Hook positionWhere the load acts on the beamWhat happens to the beamHow to use the rating
Minimum spread (hooks inboard)Close to the top suspension pointLowest bending momentHighest capacity is available
Mid spreadPart-way outBending moment risesRead the rating marked for that position
Maximum spread (hooks at the outer limit)At the outer endsHighest bending momentLowest capacity — ratings are normally quoted at this position
Unsymmetrical (load not centred)Offset to one side of the top suspensionAdds an offset moment, and the beam twistsOnly if the beam is rated for an offset pick; keep the load's centre of gravity between the hooks
Positive locking is not optional. An adjustable hook is only as good as its lock. Every hook must be seated in a detent or secured with its pin or bolt before the load is taken up, and each one should be checked by eye after the load is just off the floor and before it is raised further. Hooks are never adjusted, and the beam is never lifted, with the load hanging on it.

When adjustable hooks beat fixed ones: the load width varies between jobs; the centre of gravity varies between variants of the same part; the same beam has to serve several products; or the load is long and its balance point has to be found by trial. Fixed hooks win when the load never changes and rigidity and simplicity matter more than flexibility.

5. The Top Sling Angle

Where a beam is hung from the crane hook on two top slings, the angle between them at the hook sets the tension in each leg. The tension is:

Tension in each top sling = Total load ÷ (2 × cos (included angle ÷ 2))
Tension in the top slings against the included angle at the hook
Included angle at the crane hookTension in each top slingNote
0° (legs vertical)0.50 × loadThe most favourable arrangement; short legs
30°0.52 × load—
60°0.58 × loadCommon working angle for twin-lug beams
90°0.71 × loadTension is already 42% above the vertical case
120°1.00 × loadAt the limit — each leg carries the full load

Note what the right-hand column means in practice: at 120° the top slings are carrying double the load they carry when vertical, and the beam is being squeezed by the same effect. Never rig a beam at a wider top sling angle than the maximum marked on it. Where a beam has a single central top lug and no top slings at all, this calculation does not apply and the beam is in pure bending.

6. Technical Specifications

Lifting beams with adjustable hooks — specification
ItemData
ProductLifting beam with adjustable hooks (beam-type below-the-hook lifting device)
Capacity range0.1 t to 180 t (100 kg to 180 tonnes)
Beam typeSingle main beam — welded I-beam or box-section, depending on capacity and span
Span / lengthMade to order. State the maximum and minimum hook spread you need, and the clear height available
Hook adjustmentMultiple preset positions along the beam with positive locking; sliding carriage designs available
Load hooksForged hooks with safety latches; swivel or fixed, as ordered
Top suspensionSingle central lug, twin lugs, or top sling points — to order
MaterialStructural steel (Q355 / S355 equivalent as standard); other grades on request
Structural requirementBuilt to EN 13155: load-bearing mechanical parts withstand a static load of 2 × WLL without permanent deformation
Proof load testEvery beam proof loaded before despatch — 125% of rated load per ASME B30.20
Lifting-point toleranceLoad lifting point spacing within ±1.5 L / 1000 horizontally, where L is the maximum distance between load lifting point centres (per GB/T 26079)
FinishShot blasted and painted; galvanised or stainless on request
MarkingsNameplate with manufacturer, serial number, rated load, hook position the rating applies to, tare weight, standard and date
DocumentationProof load test certificate, EC Declaration of Conformity where CE applies, instruction handbook
Operating temperatureStandard steels for normal workshop conditions; low-temperature steels on request
DutyRated for occasional and light-duty use as standard; fatigue-rated designs for frequent production duty on request
OptionsLow-headroom profile, adjustable top lugs, extended span, swivel hooks, spark-resistant or non-marking hook finishes

7. Standards and Testing: EN 13155, ASME B30.20 and GB/T 26079

A lifting beam is a designed, certified product, not a fabricated bracket. Three regimes cover the international market, and the differences show up in what the beam is tested to.

Standards and test requirements by market
RegimeMarketDesign requirementTest
EN 13155EU and UKThe mechanical load-bearing parts are designed to withstand a static load of 2 × WLL without permanent deformationVerification by calculation and/or load test; CE marking and a nameplate carrying the rated load
ASME B30.20 with ASME BTH-1USA and CanadaMinimum design factor of 2.0 on yield and buckling; Design Category B configurations are commonly quoted at 3:1Proof load test at 125% of rated load; nameplate with manufacturer, serial number, rated load and the standard
GB/T 26079 (Beam-type lifting device)ChinaRequirements for structure, model, main parameters, testing and marking of beam-type lifting devicesTest at 1.25 × rated load: during the test the beam must not lose stability, and after unloading there must be no cracks, paint loss, loose connections or plastic deformation affecting use

The three tests are doing the same job by different routes, and it is worth understanding why the numbers differ. EN 13155 asks that at twice the working load the stress is still below yield — that is a design demonstration. The ASME and GB regimes ask for a proof load test at 125% of the rated load, which is an individual test on the actual beam. A good specification asks for both: the calculation that shows the beam is designed correctly, and the individual test that shows this beam was built correctly.

Marking matters as much as testing. Without a legible nameplate a beam cannot be inspected, and an inspector who cannot identify the device has to take it out of service. The nameplate is required to carry the manufacturer, a serial number, the rated load, and — for an adjustable-hook beam — the hook position at which that rated load applies.

8. Applications

Adjustable-hook lifting beams are used wherever parts are heavy, expensive, and not all the same size:

  • Power generation and heavy electrical — generator and motor stators and rotors, transformer tanks and cores, turbine casings, switchgear and GIS modules.
  • Rail and rolling stock — locomotive and carriage bodies, bogies, wheelsets, and rail vehicle assemblies on maintenance lines.
  • Ports, shipyards and offshore — containers and hatch covers, pipe spools, prefabricated ship blocks, and modules loaded out from quayside.
  • Steel and metallurgy — long sections and rails, rolls, moulds, and slabs handled with the appropriate hook or clamp configuration.
  • Precast concrete and construction — wall and floor panels, beams, tunnel segments and bridge elements, where the pick points change with every panel type.
  • Petrochemical and process plant — pressure vessels, reactors, heat exchangers, columns and skids at fabrication yards and during turnaround.
  • Machine tools, moulds and dies — press frames, machine beds, die sets and injection moulds, where the load must not be scored or distorted.
  • Warehouses and logistics — repetitive handling of palletised or crated goods where the crate footprint varies between consignments.

The common thread is variability. If the same load is lifted in the same way a thousand times, a fixed beam is the simpler answer. If the load changes, the adjustable beam is what stops you buying a warehouse full of lifting beams.

9. Safety: Six Mistakes to Avoid

Six mistakes made with adjustable-hook lifting beams
The mistakeWhy it is dangerousThe correct practice
Lifting more than the rated load for the hook position in useThe beam's rating is position-dependent, so a load that is safe at one hook spread can overload the beam at anotherSet the hooks, then read the rating for that position — not the headline figure
Lifting with a hook that is not positively lockedAn unlocked hook can slide along the beam once the load comes on, changing the load path and dropping the load off balanceLock every hook and check each one after the load is just clear of the ground
Rigging the top slings wider than the marked maximum angleThe top lugs and the beam are loaded in compression beyond the design caseKeep the top sling angle within the angle marked on the beam
Ignoring the beam's own weightThe crane is lifting beam plus load; the beam's tare weight comes off the crane's capacitySubtract the marked tare weight before checking the load chart
Lifting with the load's centre of gravity outside the hooksCreates a tipping moment; the load can swing, tilt or come out of the hooksPosition the hooks either side of the centre of gravity, and keep it between them
Welding to the beam, or repairing it on siteDestroys the design basis, voids the certification, and can introduce cracks in a highly stressed weldReturn the beam to the manufacturer or an approved repairer

Two more habits are worth building in. Never use a beam as a work platform or a lever, and never pull sideways on a beam that is hanging on a crane hook — beams are designed to take vertical load through their intended points, not to be dragged or side-loaded.

10. Inspection Before Every Lift

Inspection points for a lifting beam with adjustable hooks
What to checkLook forAction
NameplateLegible; manufacturer, serial number, rated load, hook position, tare weight and standard all readableNo plate, or an unreadable one: out of service until identity is re-established
Beam structureCracks, corrosion, dents, bent flanges, distortion, paint loss that could hide a crackWithdraw it and have it assessed
WeldsCracks, undercut, corrosion at the weld toe, especially at the top lug and hook mountingsWithdraw it
Adjustable hooksBoth hooks present and correct, latches free and working, hooks fully seated in a detentDo not lift with a hook that is damaged, unlatched or not fully seated
Adjustment mechanismSlides freely when unloaded; pins, bolts and stops present and secure; no distortion of the slide pathFree it up or replace the parts before use
Top lug or sling pointsWear, elongation of the eye, cracks, or a worn edge that will cut the slingWithdraw it
Top sling angle and riggingAngle within the marked limit; shackles rated and correctly pinnedRe-rig before lifting
Load positionThe load's centre of gravity between the hooks; both hooks sharing the loadRe-position the hooks or the load

Inspection is required before every lift as well as on a documented periodic basis, and any beam that has been overloaded, shock loaded, or involved in an accident should be taken out of service immediately and examined by a competent person — not returned to the rack because it “looks fine”.

11. Frequently Asked Questions (FAQ)

Q1: What is the difference between a lifting beam and a spreader beam?
The usual distinction is where the top suspension sits. A lifting beam hangs from a single top point with the load below it and works mainly in bending. A spreader beam has top slings running from lugs at its ends up to the crane hook, so it resists compression between those lugs as well as bending — that is what lets you support a very wide load from a crane whose hook height would otherwise force steep sling angles. Many beams are a combination of both, so the question that really matters is the same for either: what is the rated load, at which position, and what is the tare weight.
Q2: Does a lifting beam reduce my crane's capacity?
Yes, by the beam's own weight plus any rigging between the beam and the load. The crane is lifting the beam as well as the payload, so payload available = crane rated capacity − beam tare weight − rigging below the beam. A 1.5 t beam and 0.15 t of shackles on a 20 t crane leaves 18.35 t of payload. Always use the tare weight marked on that beam's nameplate.
Q3: Why does the rating change with the hook position?
Because the load's distance from the top suspension point sets the bending moment in the beam. Move the hooks outward and the moment rises, so the load the beam can carry safely falls. The rated load therefore applies at a stated hook position — normally the maximum spread, which is the least favourable case — and the position is marked on the nameplate.
Q4: How do I choose between adjustable and fixed hooks?
Adjustable hooks if the load width or the centre of gravity varies between jobs, or if one beam has to serve several products. Fixed hooks if the load never changes and you want maximum rigidity and the simplest possible inspection. Both are made to order.
Q5: What is the maximum sling angle above the beam?
It is the maximum marked on that beam, and you must not exceed it. As a guide to why it matters: two top slings at 90° included carry 0.71 × the load each, and at 120° each leg carries the full load — with the same force squeezing the beam. Where the beam hangs from a single top lug with no top slings, there is no top sling angle to consider.
Q6: What standards are lifting beams built and tested to?
To EN 13155 for EU and UK supply — where the load-bearing parts are designed to withstand 2 × WLL without permanent deformation — and to ASME B30.20 with BTH-1 for North America, where the minimum design factor on yield and buckling is 2.0 and each device is proof load tested at 125% of rated load. Beams for China are built to GB/T 26079 and tested at 1.25 × rated load without loss of stability, cracks, loose connections or plastic deformation affecting use. Tell us the destination market and we build and document to that regime.
Q7: How much headroom does a lifting beam need?
The beam adds its own depth between the crane hook and the load, so you need hook height above the load of at least the beam depth plus the rigging below it. Where headroom is tight — low sheds, existing gantries, indoor bays — specify a low-headroom profile, and give us the available hook height with the quotation so the beam is designed to fit.
Q8: Can I lift an unbalanced load with adjustable hooks?
Only if the beam is rated for an offset pick, and only with the load's centre of gravity between the hooks. Adjustable hooks are very good at balancing a load — you move the hooks until the load hangs level — but the beam is not designed to have the whole load hanging from one hook while the other carries nothing. If you need that capability, say so and we will design and rate the beam for it.
Q9: How often must a lifting beam be inspected?
Before every lift, plus a documented periodic inspection at a frequency set by your own risk assessment and by the standard you work to. The points that matter most are the nameplate, the structure and its welds, the adjustable hooks and their locks, and the top lug. Any beam that has been overloaded, shock loaded or involved in an incident comes out of service immediately for examination by a competent person.
Q10: How do I get a quotation?
Send us: the load weight and its shape; the load width range, so we can set the hook adjustment; the centre-of-gravity position; the maximum and minimum pick point spacing you need; the available headroom; the crane capacity and the hook fitting; the destination market and the standard you want; and whether you need a low-headroom profile or swivel hooks. We will come back with a beam size, a rated load for each hook position, the tare weight and a price.

Contact us - Lifting Beams with Adjustable Hooks direct from the manufacturer

Tell us what you are lifting and where the pick points have to be, and we will come back with the specification, the rated load at each hook position, the tare weight and the price for your adjustable-hook lifting beam. We build from 0.1 t to 180 t to order, to EN 13155, ASME B30.20 with BTH-1 or GB/T 26079, and supply every beam proof load tested with a nameplate, a test certificate and an instruction handbook.

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