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Contact: Wang Lili
E-mail:18066002268
Phone:702461526@qq.com
Address: Lifute Industrial Park, Taizhou City, Jiangsu Province
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
Lift Sling Rigging Co., Ltd Produce 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.
| Aspect | Lifting beam (adjustable hooks) | Spreader beam | Straight slings only |
|---|---|---|---|
| Load path | Single top suspension; outboard hooks take the load; beam in bending | Top slings from the ends; beam resists compression as well as bending | Direct from the crane hook to each pick point |
| Lateral force into the load | None — the hooks hang vertically | None — the top slings are above the beam, not across the load | Yes — angled slings compress the load |
| Adjustability | Hooks reposition and lock to suit width and centre of gravity | Spread usually fixed, sometimes adjustable | Only by re-rigging |
| Best suited to | Wide, long or rigid loads whose width or centre of gravity changes | Very wide spans, where headroom is not the limit | Compact 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:
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:
| Deduction | What it is | Example |
|---|---|---|
| Crane rated capacity | The capacity at the radius and configuration you are actually using | 20 t |
| Beam tare weight | The beam's own mass, marked on its nameplate | 1.5 t |
| Rigging below the beam | Shackles, hooks and any slings between the beam and the load | 0.15 t |
| Net payload available | 20 - 1.5 - 0.15 | 18.35 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 | Where the load acts on the beam | What happens to the beam | How to use the rating |
|---|---|---|---|
| Minimum spread (hooks inboard) | Close to the top suspension point | Lowest bending moment | Highest capacity is available |
| Mid spread | Part-way out | Bending moment rises | Read the rating marked for that position |
| Maximum spread (hooks at the outer limit) | At the outer ends | Highest bending moment | Lowest capacity — ratings are normally quoted at this position |
| Unsymmetrical (load not centred) | Offset to one side of the top suspension | Adds an offset moment, and the beam twists | Only if the beam is rated for an offset pick; keep the load's centre of gravity between the hooks |
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:
| Included angle at the crane hook | Tension in each top sling | Note |
|---|---|---|
| 0° (legs vertical) | 0.50 × load | The most favourable arrangement; short legs |
| 30° | 0.52 × load | — |
| 60° | 0.58 × load | Common working angle for twin-lug beams |
| 90° | 0.71 × load | Tension is already 42% above the vertical case |
| 120° | 1.00 × load | At 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
| Item | Data |
|---|---|
| Product | Lifting beam with adjustable hooks (beam-type below-the-hook lifting device) |
| Capacity range | 0.1 t to 180 t (100 kg to 180 tonnes) |
| Beam type | Single main beam — welded I-beam or box-section, depending on capacity and span |
| Span / length | Made to order. State the maximum and minimum hook spread you need, and the clear height available |
| Hook adjustment | Multiple preset positions along the beam with positive locking; sliding carriage designs available |
| Load hooks | Forged hooks with safety latches; swivel or fixed, as ordered |
| Top suspension | Single central lug, twin lugs, or top sling points — to order |
| Material | Structural steel (Q355 / S355 equivalent as standard); other grades on request |
| Structural requirement | Built to EN 13155: load-bearing mechanical parts withstand a static load of 2 × WLL without permanent deformation |
| Proof load test | Every beam proof loaded before despatch — 125% of rated load per ASME B30.20 |
| Lifting-point tolerance | Load lifting point spacing within ±1.5 L / 1000 horizontally, where L is the maximum distance between load lifting point centres (per GB/T 26079) |
| Finish | Shot blasted and painted; galvanised or stainless on request |
| Markings | Nameplate with manufacturer, serial number, rated load, hook position the rating applies to, tare weight, standard and date |
| Documentation | Proof load test certificate, EC Declaration of Conformity where CE applies, instruction handbook |
| Operating temperature | Standard steels for normal workshop conditions; low-temperature steels on request |
| Duty | Rated for occasional and light-duty use as standard; fatigue-rated designs for frequent production duty on request |
| Options | Low-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.
| Regime | Market | Design requirement | Test |
|---|---|---|---|
| EN 13155 | EU and UK | The mechanical load-bearing parts are designed to withstand a static load of 2 × WLL without permanent deformation | Verification by calculation and/or load test; CE marking and a nameplate carrying the rated load |
| ASME B30.20 with ASME BTH-1 | USA and Canada | Minimum design factor of 2.0 on yield and buckling; Design Category B configurations are commonly quoted at 3:1 | Proof load test at 125% of rated load; nameplate with manufacturer, serial number, rated load and the standard |
| GB/T 26079 (Beam-type lifting device) | China | Requirements for structure, model, main parameters, testing and marking of beam-type lifting devices | Test 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.
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
| The mistake | Why it is dangerous | The correct practice |
|---|---|---|
| Lifting more than the rated load for the hook position in use | The beam's rating is position-dependent, so a load that is safe at one hook spread can overload the beam at another | Set the hooks, then read the rating for that position — not the headline figure |
| Lifting with a hook that is not positively locked | An unlocked hook can slide along the beam once the load comes on, changing the load path and dropping the load off balance | Lock every hook and check each one after the load is just clear of the ground |
| Rigging the top slings wider than the marked maximum angle | The top lugs and the beam are loaded in compression beyond the design case | Keep the top sling angle within the angle marked on the beam |
| Ignoring the beam's own weight | The crane is lifting beam plus load; the beam's tare weight comes off the crane's capacity | Subtract the marked tare weight before checking the load chart |
| Lifting with the load's centre of gravity outside the hooks | Creates a tipping moment; the load can swing, tilt or come out of the hooks | Position the hooks either side of the centre of gravity, and keep it between them |
| Welding to the beam, or repairing it on site | Destroys the design basis, voids the certification, and can introduce cracks in a highly stressed weld | Return 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
| What to check | Look for | Action |
|---|---|---|
| Nameplate | Legible; manufacturer, serial number, rated load, hook position, tare weight and standard all readable | No plate, or an unreadable one: out of service until identity is re-established |
| Beam structure | Cracks, corrosion, dents, bent flanges, distortion, paint loss that could hide a crack | Withdraw it and have it assessed |
| Welds | Cracks, undercut, corrosion at the weld toe, especially at the top lug and hook mountings | Withdraw it |
| Adjustable hooks | Both hooks present and correct, latches free and working, hooks fully seated in a detent | Do not lift with a hook that is damaged, unlatched or not fully seated |
| Adjustment mechanism | Slides freely when unloaded; pins, bolts and stops present and secure; no distortion of the slide path | Free it up or replace the parts before use |
| Top lug or sling points | Wear, elongation of the eye, cracks, or a worn edge that will cut the sling | Withdraw it |
| Top sling angle and rigging | Angle within the marked limit; shackles rated and correctly pinned | Re-rig before lifting |
| Load position | The load's centre of gravity between the hooks; both hooks sharing the load | Re-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?
Q2: Does a lifting beam reduce my crane's capacity?
Q3: Why does the rating change with the hook position?
Q4: How do I choose between adjustable and fixed hooks?
Q5: What is the maximum sling angle above the beam?
Q6: What standards are lifting beams built and tested to?
Q7: How much headroom does a lifting beam need?
Q8: Can I lift an unbalanced load with adjustable hooks?
Q9: How often must a lifting beam be inspected?
Q10: How do I get a quotation?
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.
- Contact: Wang Lili
- Phone: 18066002268
- E-mail: 702461526@qq.com
- Address: Lifute Industrial Park, Taizhou City, Jiangsu Province, China
- Send an enquiry >>
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Keywords: lifting beams with adjustable hooks · adjustable lifting beam · lifting beam with adjustable hooks · adjustable hook lifting beam · below the hook lifting beam · adjustable spreader beam · lifting beam with sliding hooks · custom lifting beam · steel lifting beam · crane lifting beam · low headroom lifting beam · EN 13155 lifting beam · ASME B30.20 lifting beam · lifting beam tare weight · lifting beam manufacturer · adjustable lifting beam price
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