Electrical containment

Supporting Cable Tray: Load, Spans and the Room It Feeds

Tray is bought by width and loaded by whoever pulls cable into it. The weight accumulates unseen, the hangers are countable, and the room at the end gets hot.
  • 14 minReading time
  • 9Sections
  • 3Calculators inline
  • Last reviewed

Width is a fill dimension. Nobody writes down the other one

The note on a containment layout reads like a purchase order: 600 mm ladder, hot-dip galvanised, supports at 3 m. Every word of that describes the tray. Not one of them describes what will be lying in it in eighteen months. Width buys cross-sectional area, and cross-sectional area answers a fill question. The threaded rod, the channel and the beam clamp above the tray are answering a completely different question, in kilograms per metre, and that number appears on no drawing anybody hands to the crew.

It also arrives in instalments. First fix drops in the feeders that were on the schedule at tender. Controls add a bundle in month four. The fire alarm contractor runs a loop along the same route because the route is already there. Somebody straps two 32 mm conduits to the outside rail because the rail was convenient. Each addition is defensible on its own and none of them triggers a recalculation, because the person adding cable is not the person who chose the hanger spacing and neither of them is holding the tray manufacturer's load/span table. The whole failure mode of a tray run is that its loading is cumulative, distributed across trades, and invisible until a support lets go — usually the one nearest a bend, usually while somebody is on a lift underneath it.

Where the kilograms come from

Start with the cable schedule and nothing else, because it is the only contributor anyone has published numbers for. Every cable type has a mass per unit length in its manufacturer's data sheet, and the honest way to build the total is to list the cables in this stretch of tray and add their figures. Resist the urge to estimate from conductor size: armouring, bedding, sheath material and whether the cable is single-core or multicore move the mass per metre far more than the copper does, and two cables of the same current rating can differ by half again.

Then the tray itself, from the catalogue for the section actually delivered. Aluminium ladder is light enough to carry up a ladder in three-metre lengths; hot-dip galvanised steel solid-bottom of the same nominal width is several times that, and a fibreglass system to NEMA FG 1 is heavier than its stiffness suggests. Covers are the item most often left out of the sum entirely — they are bought as an accessory, invoiced separately, and weigh what they weigh whether or not the load calculation remembers them.

After that come the things nobody calls tray load. Small conduits clipped to the side rail. Single-core cleats. A pneumatic line that shares the route because the route exists. An earth tape. A festoon of draw wires left in from the last pull. Individually each is trivial and that is precisely why they accumulate — no one item is worth a calculation, and the sum of them is a real fraction of the cable weight on a lightly loaded run.

Outdoors, add the weather. Radial ice accretes on the tray and on every cable in it, and the accreted mass is governed by the exposed surface rather than by the cable weight, so a lightly loaded outdoor run can gain proportionally more than a heavily loaded one. ASCE/SEI 7 covers atmospheric ice loading, and the local building code names the edition and the site's design ice thickness; do not carry a figure from the last project across a climate boundary. Cold-store and canopy runs are the two that catch people out, because they read as indoor work right up until the frost forms.

What holds a tray up, from the steel down to the cable

The load path above a horizontal tray run, seen end-on in six parts: the building steel at the top, the beam clamps gripping it, the drop rods, the trapeze channel spanning between them, the tray sitting in the channel, and the cable bundle whose accumulated mass starts the whole chain.
  1. Building structure — the beam, joist or deck the whole run borrows its capacity from, and the only part of the assembly a structural engineer signed for
  2. Beam clamps or anchors — the interface to the structure, rated for a working load in a stated direction and routinely chosen from whatever was on the cart
  3. Drop rod — works in tension and does almost nothing in compression, which is why an unbraced pair sways and why length matters to a seismic check Cable Tray Trapeze Hanger Rod Sizing Calculator
  4. Trapeze channel — spans between the two rods and carries the tray as a beam of its own, with its own span table separate from the tray's
  5. Cable tray section — rated by load/span class for the material as delivered, and the piece of the assembly that is counted in hanger positions Cable Tray Support Position Count Calculator
  6. Cable bundle — the only layer that grows after handover, added by trades who never saw the load calculation the spacing was based on Cable Tray Loaded Weight Per Unit Length Calculator

A person is not a distributed load

Tray is rated the way NEMA VE 1 tests it: a uniformly distributed working load applied along the span together with a concentrated load at mid-span, where it does the most harm. The concentrated part represents an installer kneeling or standing in the tray during a pull, and the value NEMA VE 1 uses in its rating test is 200 lb (90.7 kg). That allowance is not an invitation — NEMA VE 2 is explicit that tray is not a walkway and not a ladder — it is an acknowledgement that the pull is going to happen anyway and the rating had better cover it.

The awkward part is that span tables, deflection formulas and the tray's own class are all written for distributed loads, and a person is emphatically not one. To carry a single number into the span check you have to restate the point load as the uniform load that produces the same effect, and there are two right answers depending on what you are checking. Matching the bending moment, PL/4 = wL²/8, gives w = 2P/L. Matching the mid-span deflection, PL³/48EI = 5wL⁴/384EI, gives w = 1.6P/L. Both are exact simple-beam statics rather than approximations, and they differ by a quarter — use the moment figure in a sag calculation and the tray looks worse than it is; use the deflection figure in a strength check and it looks better.

The restatement also makes the allowance span-dependent, which surprises people the first time they see it. The same 90.7 kg installer becomes roughly 60 kg/m on a 3 m span and half that on a 6 m one, because the load is being smeared over twice the distance. That is why a segment's worst span, not its average, is the one to feed into the arithmetic, and why the number has to be rebuilt whenever ductwork forces a hanger to move.

This is the point where the schedule, the catalogue weight, the strapped-on services, the ice and the installer stop being five separate arguments and become one figure per metre that a span table can actually be asked about.

Every cable in this segment, summed from the schedule.

The empty weight of the tray section itself, from the manufacturer's catalogue.

Anything strapped to or hung off the tray that is not a cable in it.

Radial ice or lying snow on an outdoor tray, per unit of run. Zero indoors.

The point load of a person working in the tray during a pull, applied at mid-span.

Centre-to-centre distance between the two supports either side of this segment.

Total load per unit length

53.78 lb/ft

High confidence

The headline uses the moment-equivalent restatement of the worker allowance, which is the conservative one. For a deflection check, swap in the smaller figure from the breakdown — using the moment equivalent there overstates the sag by a quarter.

Uniformly distributed load from the schedule
13.78 lb/ft
Cables in the segment
9.41 lb/ft
Tray self-weight
3.02 lb/ft
Attached conduits and cleats
1.34 lb/ft
Ice or snow allowance
0 lb/ft
Concentrated allowance restated for a moment check
40 lb/ft
Concentrated allowance restated for a deflection check
32 lb/ft
Total load for a moment check, in N/m for the deflection page
784.79 N/m
Total load for a deflection check, in N/m for the deflection page
668.04 N/m
Mid-span bending moment from the total
672.19 lbf·ft

Add the equipment this sizes

This result is a specification — 53.78 lb/ft — not a quantity. Put the thing it sizes into your project: how many, what you call it, and your supplier’s price.

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

What this calculation does not cover

  • The equivalence between a point load and a uniform load holds for a simply supported single span. Continuous tray over several supports redistributes both, generally in the tray's favour.
  • No allowance for wind on an outdoor run, nor for the sideways load a cable pull puts on a bend. Both are real and neither is a weight per unit length.
  • Cable weight per unit length rises as a tray fills, and the fill limit is a separate check on cross-sectional area rather than on weight.

Do it per segment, because the schedule thins out

A route that leaves a switchroom with twelve feeders in it and reaches the far end with three is not one loading case wearing a single label, and sizing the whole thing on the heaviest stretch buys steel and hangers that nobody needs. Break the run at every branch point and treat each stretch between branches as its own problem. Risers are the sharpest version of this: the bottom of a vertical run carries everything above it plus the accumulated weight of the cable hanging in it, while the top carries what is left after each floor has taken its share.

The reverse error costs more than money. Averaging the load along a long route makes the loaded end look acceptable, and the loaded end is where the bend into the switchroom usually sits. Work outward from the heaviest segment, note where the schedule steps down, and record the segment boundaries on the layout so the next person adding cable can see which stretch they are about to change.

Counting positions instead of quoting a spacing

A spacing is a constraint; a count is a quantity you can buy, and the two are not the same document. The straight-run arithmetic is the standard end-plus-interval count: divide the measured length of straight tray by the maximum permitted span, round up to get the number of intervals, and add one for the hanger at the far end. The plus-one is the part that goes missing on takeoffs done in a hurry, and it goes missing once per run, which on a job with forty runs is forty hangers of hardware standing on a pallet that nobody ordered.

Fittings are counted separately because they earn support on their own terms rather than by their length. A bend takes load into the fitting from two directions at once, so a bend hung from one side alone can rotate about the surviving hanger; a tee is loaded from three directions and the branch is quite often the heavier side; a cross is where four sections meet and is the least stiff point in the assembly. NEMA VE 2 describes the installation practice of supporting adjacent to fittings, and hanging from both sides is the common reading of it — but the number that governs is the one in the tray manufacturer's own instructions for the fitting in your hands, and some of them permit a single support within a stated distance instead.

Expansion connectors are the one place where two supports is not a preference. A movement joint needs a hanger close on each side so the joint can open and close instead of dragging its neighbours along with it; supported on one side only, it becomes a hinge. The gap the connector is set to comes from the manufacturer's table against the temperature range the run will actually see, and aluminium moves appreciably further per degree than steel over the same length, so a route that crosses from a heated space into a plant deck deserves the check even indoors.

  1. Measure the straight tray only, with a wheel or a laser, and keep fittings out of that number.
  2. Read the maximum permitted span off the load/span table for the class actually delivered, at the load you built in the previous section — not off the drawing, which was written before the yard substituted anything.
  3. Divide, round up, add one. That is the straight-run count.
  4. Count horizontal bends, vertical bends and risers, tees and crosses separately, and multiply by the supports each one gets under the manufacturer's instructions.
  5. Add two per expansion connector, one either side.
  6. Check the spacing the count actually achieves against the permitted span, because a 12 m run at a 3 m maximum lands on 3.0 m exactly and a 13 m run lands on 3.25 m if you forget to round the intervals up first.

Route length, fittings and movement joints resolve into a number of hanger positions here, which is the figure the takeoff needs and the figure a site check can be run against with nothing but a tape.

The measured length of straight tray in this run.

The largest support interval the delivered tray's load/span class allows.

How many changes of direction in the horizontal plane this run contains.

How many inside or outside vertical bends the run turns through.

How many three-way branch fittings sit in this run.

How many four-way cross fittings sit in this run.

How many movement joints are fitted along this run.

Whether each bend, tee and cross is hung from one side or from both.

Support positions required

27 supports

High confidence

The straight-run count is exact arithmetic against the span you entered; the fitting allowance is installation practice and should be checked against the tray manufacturer's instructions for the fittings you hold.

Supports along the straight run
11 supports
Extra supports at bends, tees and crosses
14 supports
Extra supports at expansion connectors
2 supports
Spacing achieved between straight-run supports
9.8 ft
Fittings counted
7 fittings

Estimated cost — your price

This site holds no price list for this material — local prices vary too much to publish honestly. Enter your supplier's price and the result is costed with it.

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

What this calculation does not cover

  • Counts positions, not hardware. Trapeze channel, rod, beam clamps and anchors are a separate take-off, and the deck type decides most of it.
  • Assumes the entered span is permitted for the tray as delivered and as loaded — a substituted section or a grown cable schedule invalidates it before this count does.
  • Says nothing about seismic bracing, which is designed under the loading standard the local building code adopts and is additional to gravity support.

The count is positions. The hardware is a separate argument

What a position count gives you is where the hangers go, not what each one is made of. That second question is settled by the deck: a beam clamp on a steel flange, a drop-in or wedge anchor in a concrete soffit, a purpose-made fixing at a bar joist panel point rather than wherever the rod happens to land, and on a post-tensioned slab nothing at all until the slab has been scanned and somebody has put permission in writing. Rod diameter, channel size and clamp working load are chosen against the load per metre from earlier multiplied by the tributary length each hanger carries, which for evenly spaced supports is simply the span.

Seismic bracing is additional to all of it and is designed rather than counted. ASCE/SEI 7 sets out how distribution systems are treated and where narrow exemptions apply on component weight and hanger length, and the local building code names the edition in force; outside the United States the equivalent obligation comes from the loading standard that code adopts. A gravity support scheme with no lateral restraint is complete for gravity and silent about everything else, which is a fine position to hold as long as it is stated on the drawing rather than assumed by whoever reads it next.

Everything the run delivers arrives in a room

Follow the tray to its origin and there is a switchroom, and in that switchroom there is very often a dry-type transformer. Every kilowatt of loss in that transformer becomes heat in that room, continuously, whether or not anybody has told the mechanical designer. The estimate is arithmetic on the nameplate: kVA times 1000 times the total loss percentage gives watts, and watts times 3.412 gives BTU/hr for whoever is sizing the cooling. Total losses — no-load plus load — commonly land in the one to two per cent range for a modern dry-type distribution unit, but that is a starting point, not an answer.

The reason it is only a starting point is that published efficiency is measured at a defined per-unit loading fixed by the efficiency rule the unit was certified under, not at the loading your job imposes. In the United States that rule is the Department of Energy's standard for distribution transformers at 10 CFR Part 431; the general requirements for the units themselves sit in IEEE C57.12.01, and internationally in IEC 60076-11. No-load losses are constant and load losses rise with the square of current, so a transformer running near nameplate dissipates materially more than the certification figure implies, and one running at a quarter load dissipates less. Ask the manufacturer for the no-load and load loss data and evaluate it at the load the room will actually see.

Temperature then loops back on the equipment. Dry-type transformers are built to a temperature rise class, and that rise is added to the ambient the room provides; a unit rated for a maximum ambient and installed in a room that exceeds it is either derated or is aging its insulation faster than the design assumed. NFPA 70 Article 450 governs how transformers are installed and ventilated indoors, and the ventilation openings it requires are not a substitute for a cooling calculation — they are a minimum that assumes the room can shed the heat once the air has somewhere to go.

Before the mechanical package is priced, somebody has to hand across a heat figure for this room, and the transformer is both the largest single contributor and the one with a nameplate you can read from the doorway.

The transformer's nameplate kVA rating.

The transformer's combined no-load and load losses as a percentage of its kVA rating.

Estimated transformer heat load

25,600 BTU/hr

Medium confidence

Actual transformer losses vary by manufacturer, loading level, and transformer design — use the manufacturer's published no-load and load loss data at your specific operating load for a precise HVAC design calculation; this is a preliminary estimate for ventilation sizing only.

Heat load in watts
7,500 W

Add the equipment this sizes

This result is a specification — 25,600 BTU/hr — 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

  • Covers the transformer and nothing else in the room. Switchgear and panelboards, busway, drives, and above all a UPS with its charger dump heat into the same enclosed space, and where there is a UPS that equipment commonly outweighs the transformer. Ventilation sized on this figure alone runs the room hot.
  • A heat figure is not a ventilation rate. Airflow comes from this heat divided by the temperature rise you are allowed above the outdoor design condition, and that allowance is set by the lowest maximum ambient in the room — around 40 C for the transformer, far lower where battery life matters. Halve the allowable rise and the fan doubles.
  • The loss percentage is a rated-condition figure measured on a clean sinusoidal load. Non-linear load from drives and switch-mode power supplies drives harmonic currents that raise winding and eddy losses beyond the nameplate percentage, which is the whole reason K-factor and harmonic-mitigating transformers exist. On a data or lighting-heavy load the real heat runs above what this returns.

What else is warming the room, and what it is not allowed to block

The transformer is rarely alone. A UPS dissipates its own conversion losses continuously and its battery string has an ambient range of its own that is narrower than the room's. Variable-speed drives lose a published percentage of throughput each, which is small per drive and not small in a room of twelve. Panelboards, switchgear and busway all contribute; so do lighting and, in a small room, the people commissioning it. The mechanical designer needs the sum, not the transformer alone, and the method for turning equipment into sensible heat gain is standard practice set out in the ASHRAE Handbook — Fundamentals.

Whatever cools the room then has to fit around the electrical clearances rather than through them. NFPA 70 Article 110 requires working space of a stated depth, width and height in front of equipment likely to be examined or serviced live, and that space belongs to the electrician; a fan coil, a duct drop or a condensate line placed inside it is a defect regardless of how well it cools. Where the local rules are BS 7671 or AS/NZS 3000 instead, the same principle applies with different dimensions. Settle this at coordination, because the alternative is discovering it at inspection with the unit already hung.

Heat sources in a switchroom, and who is expected to produce the number
SourceBasis for the figureWho owns it
Dry-type transformerNameplate kVA against manufacturer no-load and load loss data at the actual loadingElectrical designer, from the supplier's test certificate
UPS and battery stringPublished conversion efficiency at the operating load, plus the battery's own ambient limitsUPS vendor
Variable-speed drivesLoss percentage of throughput per drive, summed across the roomDrive supplier or controls contractor
Switchgear, panelboards and buswayManufacturer's dissipation data for the assembly as configuredSwitchgear supplier
Lighting, envelope and occupancyStandard sensible heat gain practice per the ASHRAE Handbook — FundamentalsMechanical designer
Heat sources in a switchroom, and who is expected to produce the number

Leave the arithmetic where the next person will find it

The load per metre each segment was designed against is worth more to the building than the tray is. Write it on the record drawing, segment by segment, with the span it was checked at and the spare capacity left over expressed in the same units. A contractor arriving in five years to add a bundle can then answer the only question that matters — how much may I add before this stops being safe — without hiring somebody to reconstruct a calculation from a cable schedule that has itself been amended twice.

Do the same with the count. Record hanger positions as installed rather than as drawn, and where a hanger moved because ductwork got there first, note the span that move created and the fact that it was checked. A run at 2.4 m centres where the layout said 3 m is not an embarrassment to bury; it is the evidence that somebody did the arithmetic when the site changed underneath them. The opposite case — a hanger quietly omitted at a services clash — leaves an effective span the tray class never covered and leaves no trace at all.

Then hand the room's heat figure to whoever maintains the building, with the transformer nameplate, the loss data it came from and the loading it was evaluated at. Load grows in switchrooms the same way it grows in tray: one addition at a time, each one small, each one signed off by somebody who could not see the last. Both numbers exist to be revisited, and neither survives being kept in one person's head.

Numbers to settle before the first drum arrives

Weight, hanger count and room heat are all decided long before anyone stands under the run with a drill, and all three are cheaper to argue about on paper.

  • Cable schedule with published masses — Mass per unit length from each cable's data sheet, listed per segment rather than per route — armouring and sheath move it far more than conductor size does.
  • Catalogue weight for the tray delivered — The section actually on site, in its material and depth, plus covers if any are fitted. Substitutions change this and the load/span class together.
  • Attached services inventory — Conduits, cleats, earth tape and anything else strapped to the rails, priced into the load even though none of it appears on the containment drawing.
  • Straight length and fitting schedule — Measured straight tray kept separate from a count of bends, risers, tees, crosses and expansion connectors — the two are supported on different logic.
  • Deck type at every hanger position — Steel flange, concrete soffit, bar joist or post-tensioned slab decides the fixing, and the last of those decides whether you may drill at all.
  • Transformer loss data for the terminating room — No-load and load losses from the supplier's test certificate, at the loading the room will run, ready to hand to whoever sizes the cooling.
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

  • NEMA VE 1, Metal Cable Tray Systems
  • NEMA VE 2, Cable Tray Installation Guidelines
  • NEMA FG 1, Fiberglass Cable Tray Systems — rescinded by NEMA in November 2017 and named here only because fibreglass tray catalogues still quote it; there is no current NEMA standard to specify in its place, so take the load/span data from the manufacturer
  • NFPA 70, National Electrical Code — Article 392 (cable trays), Article 110 (working space about electrical equipment) and Article 450 (transformers)
  • IEC 61537, Cable Management — Cable Tray Systems and Cable Ladder Systems
  • ASCE/SEI 7, Minimum Design Loads and Associated Criteria for Buildings and Other Structures
  • IEEE C57.12.01, General Requirements for Dry-Type Distribution and Power Transformers
  • IEC 60076-11, Power Transformers — Dry-Type Transformers
  • 10 CFR Part 431, Energy Efficiency Program for Certain Commercial and Industrial Equipment (US Department of Energy, distribution transformers)
  • ASHRAE Handbook — Fundamentals, nonresidential cooling and heating load calculations
  • BS 7671, Requirements for Electrical Installations (IET Wiring Regulations)
  • AS/NZS 3000, Electrical Installations (Wiring Rules)

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