Steel weight calculator
Awaiting inputs — enter values and issue a record. Empty slots below print as a blank worksheet.
Field slots
Calculates plate, flat-bar and round-bar mass from entered geometry and density, or scales a current referenced kg/m value for UK UB, UC, PFC, RSA, SHS, RHS and CHS sections — no nominal section table is built in.
Classification Planning estimate
Steel weight calculator
Awaiting inputs — enter values and issue a record. Empty slots below print as a blank worksheet.
Field slots
Geometry example: a 1,000 × 500 × 10 mm plate at an entered density of 7,850 kg/m³ gives 0.005 m³, 39.25 kg total and 39.25 kg/m. The section-reference route separately scales an exact kg/m value copied from current supplier or section data.
Steel weight calculator
≈ 39.25 kg at the entered density
Entered assumptions
Planning figures
Planning support only — verify against nameplate/manufacturer data.
The geometry routes convert millimetres to metres and use the density you enter. No density is assumed by the live form:
The UK-section route does not approximate root radii, corner radii or rolling tolerances from a few nominal dimensions. Instead it records the section family and exact designation, then applies mass kg = referenced kg/m × length m. Copy the kg/m value for that designation from current section data or the supplier.
| Family | Meaning | What this tool needs |
|---|---|---|
| UB | Universal beam | Exact designation + current kg/m |
| UC | Universal column | Exact designation + current kg/m |
| PFC | Parallel flange channel | Exact designation + current kg/m |
| RSA | Rolled steel angle | Exact designation + current kg/m |
| SHS | Square hollow section | Exact designation + current kg/m |
| RHS | Rectangular hollow section | Exact designation + current kg/m |
| CHS | Circular hollow section | Exact designation + current kg/m |
SCI’s Blue Book route covers beams, columns, channels, angles and hot- and cold-formed hollow sections; it is a reference route, not a frozen product list on this page[S1].
Worked geometry example: 1,000 × 500 × 10 mm plate at an entered 7,850 kg/m³ gives 0.005 m³, 39.25 kg/m and 39.25 kg over 1 m.
Worked section-reference example: an entered 40.3 kg/m over 6,000 mm gives 241.8 kg. The 40.3 kg/m is demonstration input only, not a built-in weight for an unnamed section; copy the live figure for the exact designation being planned.