100 stirrups Ø8 for a 30 × 30 cm section, 3 cm cover, 10-diameter hooks
Core perimeter 2 × (24 + 24) = 96 cm plus two hooks of 8 cm: 112 cm per stirrup, 112 m in total; with 5 % waste 117.6 m, about 46.4 kg and 10 bars of 12 m.
Pick the shape of the bar, enter the diameter, the number of bars and the dimensions read from the engineer’s drawings: PRAXAO returns the cut length of one bar, the total length, the steel weight with waste and the number of 12 m bars to buy. Hook length and bend deduction are editable assumptions.
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Core perimeter 2 × (24 + 24) = 96 cm plus two hooks of 8 cm: 112 cm per stirrup, 112 m in total; with 5 % waste 117.6 m, about 46.4 kg and 10 bars of 12 m.
No. It converts the dimensions of a bar mark read from the drawings into a cut length and a weight. Diameters, spacings, cover and anchorage lengths come from the structural engineer.
The length lost at each bend when dimensions are measured outside the bar. It is set to 0 by default, meaning the dimensions are taken as developed lengths; enter your own value if your bar schedule uses one.
Weight per metre = cross-section × steel density (7,850 kg/m³), then multiplied by the total length with waste.
Weight per metre by diameter, total length, laps, waste and 12 m bars: the method to order reinforcing steel, with an example.
Concrete, formwork, pours, stripping and reinforcement by mark for a column, footings and a beam, with a worked example.
Weight of reinforcing steel from diameter and length, laps included, and the 12 m bars to buy.
Concrete, formwork and steel weight of columns, isolated footings and slabs from the reinforcement layout of your drawings.
Volume of concrete for slabs, footings and columns, with waste margin and cement, sand and gravel quantities.