算BuildCalc

Weight Unit Converter

Tonnes, kilograms, jin and pounds — every unit at once.

Inputs

Result

Formula

Metric1 t = 1000 kg = 1 000 000 g, 1 q = 100 kg
Chinese1 jin = 500 g, 1 liang = 50 g, 10 liang to a jin
Imperial1 lb = 16 oz = 0.453592 kg
Three tonsmetric 1000 kg, long 1016.05 kg, short 907.18 kg
Densitiesconcrete 2.4 t/m³, sand and gravel 1.5 t/m³, steel 7.85 t/m³
1000 kg is 1 tonne, 2000 jin or 2204.62 lb. A 30 t load of gravel is about 20 m³ at 1.5 t/m³ — plan loads by weight, not by volume.

Material densities and mass per cubic metre

MaterialDensityMass per m³Note
Water1000 kg/m³1.00 tAt 4°C
Plain concrete2400 kg/m³2.40 tC20-C40
Reinforced concrete2500 kg/m³2.50 t100-200 kg/m³ of steel
Cement mortar2000 kg/m³2.00 t1:3 mix
Medium sand (loose)1500 kg/m³1.50 tDry
Crushed stone (loose)1500 kg/m³1.50 t5-25 mm
Clay brick1800 kg/m³1.80 t240×115×53
Steel7850 kg/m³7.85 tCarbon steel
Pine (air dry)500 kg/m³0.50 t12-15% moisture
AAC600 kg/m³0.60 tGrade B06

FAQ

Why is rebar settled by theoretical weight rather than on the scales?
Bar diameters carry a permitted tolerance, so weighing lets negative tolerance cut the real steel area. The standard fixes theoretical mass by nominal diameter (Φ20 = 2.47 kg/m) and settlement uses mass × length. “Non-standard” bar can weigh correctly while being undersized, losing over 10% of capacity.
Is the jin still used in construction?
For sundries and small hardware markets — nails, wire, welding rod — quotes still come by the jin at 500 g, a factor of two from the kilogram, which invites confusion. Contracts and settlements must be in kilograms or tonnes; where a verbal quote is by jin, write the converted mass on the document.
How far apart are long and short tons?
A long ton is 1016.05 kg, a short ton 907.18 kg — 12% apart. On imported equipment, confirm which “ton capacity” is meant; picking the wrong one overloads a crane or truck by 12%, which is a safety issue rather than a rounding error.

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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.