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Single-Ended Beam Load Cells

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Built and calibrated in-house.Talk to an engineer

Decide

Not sure which one? Two ways to narrow it.

Size it for me

Give us the load you actually need to weigh or pull. We will size the load cell against it and name the model, using the same rule our engineers use.

The heaviest load on the load cell in normal use, including anything hanging with it.

Certified for buying and selling by weight.

The threaded holes it mounts through, and the rod ends, eye bolts and hardware that screw into them. Search any size. Our standard sizes narrow the answer below, and one we do not carry goes straight to an engineer as a custom build.

Pre-filled with a 1,000 lb example. Type over it. We add 1.25× headroom, then match the nearest rated capacity in a family that meets the rest of your answers. Genuine shock and impact wants more than either: send us the details and we will size it properly.

Every shear beam at a glance

Both families on one screen: capacity range, output, sealing and certification. Model names go to the product pages.

The single-ended beam engineering reference.

Why the gauges read shear and not bending, what the NTEP certificate actually covers, and the loading interface that decides whether four of them agree.

How they work

They read shear. Not bending.

A single-ended beam is bolted down at one end and loaded at the other, which sounds like a bending beam and is not one. The gauges sit inside a machined cavity and read shear strain, and that one choice is what makes the geometry tolerant of where the load actually lands.

The blind cavity and the 45° gauges

Machined into the side of the beam is a pocket that does not go all the way through. What it leaves is a thin vertical web at the neutral axis, the one line through the beam where bending puts no strain at all, because the material above it is in tension, the material below is in compression, and the transition passes through zero.

The gauges are bonded to that web at 45° to the beam axis, because shear in a web appears as tension along one diagonal and compression along the other. Four of them in a bridge give an output proportional to the shear force crossing the section, and to nothing else.

The cavity is then closed: to IP67 on the alloy steel SBS, with a welded hermetic seal on the stainless SBSB. That closure is most of what separates the two families, because it decides how long the specification survives the environment rather than what the load cell reads.

Transcell SBSB single-ended shear beam load cell from the side, showing the round machined cavity

Go deeper

Why the load position along the beam stops mattering

Take the beam as a cantilever and cut it anywhere between the bolted end and the point where the load arrives. Two internal actions cross that cut. The shear force equals the applied load, full stop. The bending moment equals the applied load multiplied by the distance from the cut to the load. Distance is in one expression and not the other: gauges reading bending see a signal that changes as the load moves along the beam, gauges reading shear see the same number wherever it sits.

That buys tolerance, not indifference: the loading hole is still where the load is meant to arrive. But a load that lands off its centreline, or through a foot that has rocked out of position, reads correctly anyway, which is why shear beams end up under decks and vessels where the load path is built on site.

Shear beam against bending beam

A bending beam gauges the top and bottom surfaces, where bending strain is largest. Its output is proportional to moment, so the distance from the mount to the load point is part of the calibration and the loading point has to stay where the design put it. Bending beams are consequently lighter-duty, tightly fixtured parts. Our BSH runs 50 to 300 kg and is exactly that.

A shear beam gives up some of the strain magnitude a surface-gauged beam enjoys, and gets back positional tolerance and a much stiffer section. That is the right trade above roughly a thousand pounds per corner, where nothing is going to hold the load point to a millimetre.

Sizing

Capacity per corner. Not per scale.

The commonest sizing mistake on a four-corner deck is dividing the scale capacity by four and buying that. The load cells never share equally, and the certificate does not follow you everywhere.

Sizing the capacity

Start with the dead load. The deck, the frame, the guarding and the empty vessel all sit on the load cells permanently and are gone from the working range before anything is weighed. On a heavy steel floor scale the deck alone is a serious fraction of the rating.

Then add the live load and refuse to assume it lands centrally. A pallet dropped onto one corner, or a forklift wheel crossing it, puts far more than a quarter of the total into one load cell. Size each corner for the worst case, not the average, and run normal maximum load between 30% and 80% of rating.

Both families hold ±0.03% of rated output for nonlinearity, hysteresis, repeatability and 30-minute creep, and both take 150% safe overload. That is a survival figure, not headroom. Nothing that happens during an overload event is a measurement.

Transcell SBS single-ended shear beam load cell, angled, with its NTEP label

Go deeper

Legal for trade: what CoC 95-146 covers, and where it stops

NTEP is the National Type Evaluation Program run by the National Conference on Weights and Measures. It evaluates a weighing component as a type (not each unit) against NIST Handbook 44, and issues a Certificate of Conformance describing exactly what was tested. Where a scale determines a price or a quantity in commerce, every element in the chain needs one.

The SBS is covered by NTEP CoC 95-146, and that certificate applies to the 1,000 through 10,000 lb capacities, and the store's own option labels agree, since exactly those ratings are marked NTEP. Be blunt about the edges. The 250 and 500 lb below the band, and the 15,000 and 20,000 lb above it, are the same part built the same way to the same ±0.03% specification, but they sit outside the evaluated type, so a scale built on them cannot be sealed for trade however well it performs. Nor does the certificate cover the finished scale: the indicator and the system have their own path, and one uncertified element breaks the chain.

Where the two families divide, and what they output

The SBS is alloy steel, buyable at 250, 500, 1,000, 2,500, 4,000, 5,000, 10,000, 15,000 and 20,000 lb, compensated over -10°C to +50°C and safe to +70°C. The SBSB is stainless, 1,000 to 10,000 lb, compensated over the narrower -10°C to +40°C. Across the overlap the SBS is the cheaper part and the certified one; outside it, the only one. Both sheets carry capacities the store does not stock (750, 2,000 and 3,000 lb on the SBS, metric ratings to 5,000 kg on the SBSB), built to order.

Output is 3.0 mV/V ±0.1% on the SBS; the SBSB is specified as 2.0 or 3.0 mV/V ±0.1%, so state which, and never mix sensitivities on one deck. Both take 10 V excitation and are 350 ohm output impedance, so check the indicator can drive four in parallel. Insulation resistance is ≥5,000 MΩ at 50 V DC. It is the first thing to measure on a drifting scale, because a load cell taking on moisture shows there before the reading does.

Mounting

Clamped at one end, free at the other.

A shear beam bolts down at the fixed end and takes its load through a threaded hole at the free end. Almost every field problem with one comes from the second interface being built too rigid.

The two ends do opposite jobs

The fixed end is clamped through its mounting holes onto a flat, rigid surface, and flat matters more than people expect. A pad that is twisted, or that has weld spatter under one corner, puts a permanent moment into the beam: a zero offset you can calibrate out and a linearity error you cannot. Shim or machine the pad flat rather than pulling it flat with the bolts.

The free end must deflect, because that deflection is the measurement. It takes load through a threaded hole, and both thread and body length track capacity on the SBS: 1/2in-20 UNF in a 130.0 mm (5.12 in) body from 250 lb to the small-envelope 5,000 lb, 3/4in-16 UNF at 171.4 mm (6.75 in) from the large-envelope 5,000 lb to 15,000 lb, 1in-14 UNF at 222.2 mm (8.75 in) to 20,000 lb. Check the length against the pocket before ordering, not after.

Nothing else may touch that end. One conduit clamp, one splash guard resting on the beam, one over-tight overload stop, and part of the load walks around the load cell and out of the reading.

Transcell SBS single-ended shear beam load cell seen from its cable end

Go deeper

Why the loading interface has to be free to move

As the beam deflects, the loading point does not travel straight down. It swings through a small arc about the fixed end, so the top of the load path moves horizontally on every cycle, and a rigid post between deck and loading hole turns that motion into a side force fighting the measurement. A long steel deck is the larger version of the same problem, growing and shrinking with temperature against four load cells anchored to the foundation.

The fix is a loading interface that lets the deck move while still transmitting vertical force honestly: a rocker or self-aligning foot screwed into the loading hole, or a link that hangs the load. Check rods and bumpers then locate the deck against sideways shove, set with clearance so they carry nothing. Anything snug is carrying load.

Four under a deck: the summing box and corner trimming

Four load cells wire into a summing junction box, which parallels the bridges and returns one signal to the indicator. It is not a terminal strip: it carries the trim resistors that scale each load cell's contribution, and using them is a required commissioning step.

No two load cells have identical sensitivity and no deck distributes load evenly across four supports, so the same test weight over each corner reads four different numbers. Trimming pulls the high corners down until all four agree, and only then do you span-calibrate. The other order bakes in whichever corner you happened to load. If the corners will not converge, look at the structure: a deck sitting on three of its four feet is an error no trim resistor can reach.

Applications

Where single-ended beams end up.

Wherever a heavy structure has to be supported at four points and weighed at the same time, and the load path is going to be built on site.

Floor and platform scales

The largest use, and the reason the geometry exists. Four load cells under a steel deck, a summing junction box in the frame, and a surface that reads the same wherever the pallet lands. It is also where the certificate matters: if the deck weighs goods that are bought or sold, the SBS at 1,000 to 10,000 lb per corner is the part that can be sealed.

Pallet scale systems

Tanks, hoppers and batching

Load cells under the legs of a vessel, weighing ingredient by difference as it fills and discharges. The vessel grows and shrinks with its contents and its temperature, which is why the free-to-move loading interface is not optional here.

Grain silo and hopper weighing

Blending, mixing and belt scales

Continuous processes where the load cell lives with vibration and with material that finds every seam. IP67 on the SBS covers washdown and driven rain; the welded SBSB is the answer where cleaning is daily and aggressive.

Weigh feeders

Transcell Guardian floor scale with its indicator

Before you specify one

The questions worth asking.

Is every SBS capacity legal for trade?

No, and this is the detail most often got wrong. CoC 95-146 covers the SBS from 1,000 through 10,000 lb. The 250 and 500 lb ratings, and the 15,000 and 20,000 lb ratings, are built and specified identically but sit outside the evaluated type, so they cannot be used in a scale sealed for commerce. The SBSB carries no NTEP certificate at any capacity.

Can a shear beam measure tension?

No. Both families are specified for compression, with load arriving downward through the threaded hole. Hanging a load from that thread loads the element backwards and the calibration does not apply. For tension use an S-beam.

Will an SBS replace another maker's shear beam?

Often. The datasheet lists the SBS as equivalent to the Vishay Sensortronics 65023, Vishay Revere Transducers 5123, Rice Lake RL30000, Vishay Tedea-Huntleigh 3411 and Artech 30310. Confirm the part coming out is also 3.0 mV/V, and replace all four at once where you can.

Can I shorten the cable?

Not without recalibrating. The connection is four-wire (red and black for excitation, green and white for signal) with no sense lines, so cable resistance is part of what was calibrated at the factory. The SBS ships with 20 ft (6.0 m), the SBSB with 6 m. Coil the excess and strain-relieve it to the frame, never to the moving deck.

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