The Weld Fab Welding & Fabrication Planning Desk

SHEET TWF·T-07 REV 2026-09-02 METHOD M.2026-09-02.1

Steel weight calculator

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

InputsT-07
F-01 Calculation route

Use entered geometry for plate and bars. For a named UK section, copy its exact designation and kg/m from current section or supplier data.

F-02
mm

Section length, greater than 0.

F-06
mm

Nominal plate width, greater than 0.

F-07
mm

Nominal plate thickness, greater than 0.

F-09
kg/m³

Enter the density for the material; 7,850 is used only in the labelled worked examples.

JavaScript is off in this browser, so no live record can be issued. The worked example below walks the full method with real figures, and the blank card on this page prints as a worksheet.

R-STEEL-nnn

Steel weight calculator

Awaiting inputs — enter values and issue a record. Empty slots below print as a blank worksheet.

F-01Calculation route
F-02Length
F-03UK section family
F-04Designation / reference
F-05Referenced mass per metre
F-06Width (plate / flat bar)
F-07Thickness (plate / flat bar)
F-08Diameter (round bar)
F-09Density (geometry routes)
RECORD VOID — inputs changed since issue. Recalculate to issue a new record.

Worked example

STATIC — not a live result

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.

R-STEEL-EX

Steel weight calculator

Planning estimate

≈ 39.25 kg at the entered density

F-01Calculation routePlate — entered width × thickness
F-02Length1000 mm
F-06Width500 mm
F-07Thickness10 mm
F-09Density (entered)7850 kg/m³
R-01Nominal volume0.005 m³
R-02Mass for entered length39.25 kg
R-03Mass per metre39.25 kg/m

Planning support only — verify against nameplate/manufacturer data.

RECORD VOID — inputs changed since issue. Recalculate to issue a new record.

Method

M.2026-09-02.1

The geometry routes convert millimetres to metres and use the density you enter. No density is assumed by the live form:

  • Plate and flat bar: area = width × thickness
  • Round bar: area = π × diameter² ÷ 4
  • kg/m = area m² × density kg/m³
  • mass kg = kg/m × length m

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.

UK section families accepted by the referenced kg/m route
FamilyMeaningWhat this tool needs
UBUniversal beamExact designation + current kg/m
UCUniversal columnExact designation + current kg/m
PFCParallel flange channelExact designation + current kg/m
RSARolled steel angleExact designation + current kg/m
SHSSquare hollow sectionExact designation + current kg/m
RHSRectangular hollow sectionExact designation + current kg/m
CHSCircular hollow sectionExact 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.

Limits & stop conditions

T-07
  • UK sections are calculated only from the mass per metre you enter for an exact UB, UC, PFC, RSA, SHS, RHS or CHS designation. No nominal section size or kg/m preset is built in.
  • Supplier and current section data govern ordering, handling and lifting. Confirm the product form, standard, designation, tolerances and actual supplied length before use.
  • Plate, flat-bar and round-bar routes use ideal nominal geometry. They do not include rolling tolerances, scale, coatings, holes, cut-outs, weld metal or fabrication additions.
  • HOLD — a missing route-specific field, an unknown family, blank designation, non-positive kg/m or density, or any non-finite result keeps the record unissued.
  • 7,850 kg/m³ and 40.3 kg/m are labelled worked-example entries, never live defaults.

Source register

  1. S1 Blue Book SCI P363: Steel Building Design Data Guide Steel Construction Institute (SCI) Technical body accessed
Tool record Awaiting values