This calculator determines the geometry and mass of concrete reinforcing mesh from the entered sheet dimensions, bar spacing, and bar diameters. It is suitable for preliminary estimation of mesh for slabs, screeds, pads, and other flat reinforced concrete elements where it is important to quickly determine the number of bars, their total length, the mass of one mesh sheet, and the number of sheets required for a given area.
The calculation is carried out both for the two reinforcement directions separately and for the mesh as a whole. This is useful when checking steel consumption, comparing spacing options, or estimating material purchase before detailed reinforcement detailing is completed.
Mesh geometry. First, the calculator takes the overall mesh dimensions: width B in mm and length L in mm. It then separately considers the bar spacing in the two directions: S1 and S2, also in mm. From these values, it determines how many bars are required in each direction to cover the full width and length of the mesh.
Number of bars. The number of longitudinal bars is calculated from the mesh length and the transverse spacing, while the number of transverse bars is calculated from the mesh width and the longitudinal spacing. The method places edge bars at the perimeter and adds the internal bars at the selected spacing.
N1=⌊L/S2⌋+1
N2=⌊B/S1⌋+1
Meaning of the formulas. Here, N1 is the number of longitudinal bars, N2 is the number of transverse bars, and the symbol ⌊ ⌋ means rounding down to the nearest whole number. This approach gives a whole number of bars sufficient to form the mesh at the selected spacing.
Spacing remainder. If the mesh dimension is not exactly divisible by the spacing, the calculator does not change the spacing automatically. Instead, it divides the remaining dimension equally between the two edges. This gives the edge offsets of the bars relative to the outermost full mesh cell.
A1=(B mod S1)/2
A2=(L mod S2)/2
Meaning of the offsets. Here, A1 and A2 are the distances from the outermost bar to the mesh edge in mm. If the dimension is exactly divisible by the spacing, the remainder is zero and there is no offset in that direction. If there is a remainder, the mesh is positioned symmetrically and the edge zones are equal on both sides.
Total length. After determining the number of bars, the calculator multiplies the number of bars in each direction by the length of one bar. For the longitudinal direction, the length of one bar is taken as the mesh width B, and for the transverse direction as the mesh length L. The result is shown in metres.
L1,tot=N1·B/1000
L2,tot=N2·L/1000
Bar mass. The mass is calculated from the steel volume and the design density 7850 kg/m3. The actual bar diameter is used separately for each direction, so if different diameters are entered for the two directions, the mass is calculated separately and then summed.
M=ρ·π·d2/4·L
Meaning of the mass formula. Here, ρ=7850 kg/m3 is the steel density, d is the bar diameter, and L is the total bar length in the relevant direction. The formula assumes a solid circular bar section and gives the theoretical mass without allowance for rolling tolerances, rib geometry, corrosion, or manufacturing deviations.
Area of one mesh sheet. To calculate the number of sheets, the calculator first determines the area of one mesh sheet from its overall dimensions: B·L. The entered covering area is then divided by the area of one sheet, and the result is rounded up to a whole number.
n=⌈A/(B·L/1000000)⌉
Rounding principle. Here, A is the covering area in m2, and n is the required number of mesh sheets in pieces. Rounding up means that even if only a small uncovered remainder exists, one additional sheet is still shown, because in practice part of a standard sheet cannot usually be purchased or laid without cutting.
What the result shows. The output gives the number of longitudinal and transverse bars, the edge offsets, the total bar length in each direction, the mass in each direction, the total mesh mass, and the number of mesh sheets required for the entered area. This makes it possible to assess reinforcing steel consumption not only by mass but also by the actual mesh layout.
What is not included in the calculation. The basic algorithm does not include mesh overlaps, concrete cover, anchorage, trimming around openings, cutting losses, or installation waste. For this reason, an additional allowance is normally added separately for material purchasing according to the project requirements or common site practice.
Normative basis. The calculation logic follows the general engineering approach used for reinforced concrete design under the European standards EN 1992-1-1 Eurocode 2: Design of concrete structures - General rules and rules for buildings and EN 10080 Steel for the reinforcement of concrete - Weldable reinforcing steel - General. These standards are used for selecting reinforcement, spacing, diameters, anchorage, and detailing requirements, while the calculator itself performs the geometric and mass calculation from the entered data.
How to use the result correctly. For preliminary estimation of reinforcing mesh quantity, the calculator result is usually sufficient. For detailed structural design, it is still necessary to check minimum and maximum reinforcement, permissible bar spacing, overlap requirements, concrete cover, and detailing zones under Eurocode 2.
The calculator uses the geometric volume formula for circular bars and the steel density 7850 kg/m3. The actual delivered weight of a batch may differ slightly because of rolling tolerances, surface profile, exact bar length, and production variations.
Because the required area has to be fully covered. Even if the calculation leaves only a small uncovered part, in practice one more mesh sheet or a cut piece from it is still needed, so the calculator shows a whole number that fully covers the area.
No, the number of mesh sheets is calculated from the net geometric area of one sheet without overlap between adjacent sheets. If the mesh is installed with overlap, the real material consumption will be higher and should be added separately.
Because the mesh dimensions are not always exact multiples of the selected spacing. In that case, the remaining dimension after division by the spacing is distributed symmetrically between both edges, and the calculator shows this edge offset instead of changing the spacing within the mesh.
It is suitable for preliminary estimation of reinforcement quantity, mass, and mesh arrangement. For final reinforcement design, the structural element still has to be checked separately for loads, concrete thickness, service conditions, and the requirements of EN 1992-1-1.