算BuildCalc

Duct Support Calculator

Bracket count, steel weight, rod weight and anchors in one go.

Quick answer

With the default inputs: Duct length 30 m · Bracket spacing 3 m · Steel per bracket 1.4 m etc.Total support steel 72.4 kg

Edit the inputs below to recalculate.

Inputs

m
m
Code maximum 3 m horizontally, 2.5-3 m for insulated duct
m
Cross arm plus hangers or posts, from the detail drawing
kg/m
L50×5 3.77, L40×4 2.42, C5 5.44, C10 10.0
m
Slab soffit to duct top, plus adjustment
kg/m
φ8 0.395, φ10 0.617, φ12 0.888
pcs
%

Result

Total support steel
72.4kg
Bracket count11pcs
Total angle length15.4m
Angle steel weight60.96kg
Total rod length17.6m
Rod weight11.40kg
Anchors required22sets
Support steel per metre2.41kg/m

Count uses spacing rounded down plus one end bracket — duct ends must be supported, so 30 m at 3 m gives 11, not 10. Code limits are 3 m horizontally and 4 m vertically, tightened to 2.5-3 m for insulated duct. Grilles, dampers, access doors, elbows, tees and transitions each need their own support; those are not included above and must be added from the layout drawing.

Formula

Bracket countn = ⌊length ÷ spacing⌋ + 1
Angle steel weightW = n × steel per bracket × unit weight × (1 + waste)
Rod weightW = n × rods per bracket × rod length × unit weight × (1 + waste)
AnchorsN = n × rods per bracket
30 m of duct, 3 m spacing, 1.4 m of L50×5 per bracket and two 0.8 m φ10 rods at 5% waste: 11 brackets, 60.96 kg of angle, 11.40 kg of rod, 72.4 kg total, 22 anchors and 2.41 kg per metre.

FAQ

Why 11 brackets rather than 10?
Because both ends need support — one at the start, one at the finish, with spacing in between. 30 m divided by 3 m gives 10 spans, and 10 spans need 11 supports. This off-by-one is the most common take-off error in M&E; ordering 10 leaves you 10% short. The same spans-plus-one rule applies to pipe supports, cable tray brackets and purlins.
Can duct hangers be anchored straight into the slab?
Yes, subject to load and slab condition. A single duct bracket usually carries tens to a few hundred kilos, and M8-M10 expansion anchors into solid concrete are standard. But hollow-core slabs, precast planks, AAC walls, pour strips or cracked slabs must use through-bolts, chemical anchors or steel straps instead. Ducts over 2000 mm and plant-room supports need a proper load calculation.
Are seismic restraints mandatory?
For new schools, hospitals, malls and offices — densely occupied and key-defence buildings — seismic bracing of interior water, fire, HVAC and cable tray systems is mandatory under the code for seismic design of mechanical and electrical systems. Triggers are roughly pipe DN65 and above, duct section over 0.38 m², tray width over 400 mm. Bracing costs far more than ordinary supports, so omitting it from a quote is a serious loss.

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Results are estimating aids only and are not a design basis. Construction and final accounts must follow the drawings, the applicable standards and an approved method statement. Anything affecting structural safety, shoring or falsework must be checked by a suitably qualified engineer.