算BuildCalc

Weld Consumable Calculator

Weld area, deposited metal and the electrode you actually need to buy.

Quick answer

With the default inputs: Weld type Fillet weld · Fillet leg size K 6 · Plate thickness 10 etc.Consumable required 24.7 kg

Edit the inputs below to recalculate.
Fillet leg size K mm
Leg size sets the throat thickness (0.7 × leg for a fillet) and the 2-4 mm root gap adds to deposited metal; electrode use is then divided by a 0.55-0.65 deposition efficiency.

Inputs

Ignored for V-groove butt welds
Only used for V-groove butt welds
Usually 1-3 mm, wider for thicker plate
Usually 1-3 mm
°
60° is standard for a single V
Sum of actual weld runs, not member length
%
SMAW about 55-65%, GMAW 85-95%, SAW 95%
%
Reinforcement, spatter, rework — usually 3-8%

Result

Consumable required
24.7kg
Weld cross-section18.0mm²
Deposited metal per metre0.141kg/m
Total deposited metal14.13kg
Theoretical consumable23.55kg
Consumable with allowance24.73kg
Consumable per metre0.247kg/m
Consumable to metal ratio1.75×

Fillet area uses the theoretical isosceles triangle (A = K²/2) with no reinforcement; real fillets are convex and deposit another 10-20%, so set the extra allowance to 15% for tight procurement. V-groove area is A = b·t + (t−p)²·tan(α/2). Deposition efficiency means kilos of metal deposited per kilo of electrode — about 0.6 for stick welding, the rest becoming stubs, spatter and slag.

Formula

Fillet areaA = K² ÷ 2
V-groove areaA = b·t + (t − p)² × tan(α ÷ 2)
Metal per metrem = A × 0.00785 (kg/m)
Total deposited metalM = m × weld length
Consumable requiredG = M ÷ deposition efficiency × (1 + allowance)
A 6 mm fillet over 100 m at 60% deposition: 18 mm² section, 14.13 kg deposited metal, 24.73 kg of electrode — 0.247 kg per metre.

How to work it out

  1. Compute the weld cross-section. A fillet weld is a right triangle, so area = K²/2 for leg size K; a 6 mm fillet is 18 mm².
  2. For butt welds work from the preparation: a V groove is roughly b + (t − p)²·tan(α/2), though in practice the handbook tables are used.
  3. Deposited metal = section area (mm²) × length (mm) × 7.85 ÷ 10⁶, in kg.
  4. Consumable = deposited metal ÷ deposition efficiency × (1 + loss allowance). Covered electrodes run 55-65%, solid wire 90-98%, flux-cored 80-88%.
  5. Round up to packaging: 5 kg per electrode packet, 15-20 kg per wire spool.

Where it goes wrong

Material and cost

J422 electrode 6-9 CNY/kg, J507 low-hydrogen 9-14, ER50-6 solid wire 7-11, flux-cored 12-20. Welding labour 15-40 CNY/m by weld type.

On site

Basis

FAQ

Why is the electrode figure so much larger than the deposited metal?
An electrode never converts fully. In stick welding, stubs, spatter, burning flux and burnt alloying elements waste 35-45%, which is why deposition efficiency sits at 0.55-0.65 — only about 0.6 kg of every kilo lands in the joint. That is normal, not waste. CO₂ gas-shielded welding reaches 0.85-0.95 and saves nearly a third of the consumable.
How is the fillet leg size chosen?
From the thinner plate: equal to plate thickness below 6 mm, about 0.7× for 6-12 mm, and 0.5-0.6× above 12 mm, never below a 5 mm minimum. Both a code minimum (to avoid cold cracking) and a maximum (to avoid burning through thin plate) apply. Oversized legs waste consumable and widen the heat-affected zone and distortion.
How much electrode does a tonne of steelwork need?
Roughly 8-15 kg/t for ordinary portal frames and buildings, 20-25 kg/t for heavy joints with full-penetration welds, and only 4-8 kg/t for light purlins and space frames dominated by thin-plate tacks. The range is so wide it is only good for preliminary ordering — for real quantities multiply this calculator's per-metre figure by the measured weld length.

Cite this page

Use this format in reports, method statements or coursework. The link is permanent.

Building Calculator. Weld Consumable Calculator. 2026-10-25. https://jianzhujisuan.com/en/weld-material

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.