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Hollow Structural Section (HSS) Weight Calculator

Calculate the weight of square and rectangular steel tubing

Metric (mm, meters, kg) Imperial (inches, feet, lbs)

Understanding HSS Weight Calculations

Hollow Structural Sections (HSS) are a type of metal profile with a hollow cross-section. In the construction and manufacturing industries, HSS is most commonly square or rectangular, though circular sections (pipes/tubes) are also frequent. Calculating the weight of these sections is critical for structural engineering, logistics, and cost estimation.

The HSS Weight Formula

The calculation is based on determining the cross-sectional area of the steel and multiplying it by the length and the density of the material (standard carbon steel is approximately 7,850 kg/m³ or 490 lbs/ft³).

Theoretical Formula (Rectangular/Square):

Weight = [Area of Outer Rectangle – Area of Inner Void] × Length × Density

For a section with Width (W), Height (H), and Thickness (t):
Outer Area = W × H
Inner Area = (W – 2t) × (H – 2t)

Industry Example

Consider a standard structural steel tube with the following dimensions:

  • Width: 100 mm
  • Height: 100 mm (Square)
  • Wall Thickness: 5 mm
  • Length: 1 meter

Using the formula: Outer Area (10,000 mm²) – Inner Area (90×90 = 8,100 mm²) = 1,900 mm².
Converted to meters: 0.0019 m².
Weight = 0.0019 m² × 1 m × 7850 kg/m³ = 14.92 kg.

Standard ASTM A500 HSS Properties

Nominal Size (in) Wall Thickness (in) Weight (lb/ft)
4 x 41/4 (0.233)12.21
6 x 45/16 (0.291)18.42
8 x 81/2 (0.465)47.35

Critical Considerations

1. Corner Radii: In real-world manufacturing, HSS sections have rounded corners. The actual weight is typically about 3-5% lighter than a "perfect" sharp-cornered theoretical calculation. This calculator provides the theoretical weight, which is a safe upper bound for structural planning.

2. Material Variance: While 7,850 kg/m³ is standard for steel, galvanized steel or stainless steel may have slight variations in density.

function updateLabels() { var system = document.getElementById("hss_unit_system").value; var lblW = document.getElementById("lbl_width"); var lblH = document.getElementById("lbl_height"); var lblT = document.getElementById("lbl_thick"); var lblL = document.getElementById("lbl_len"); if (system === "metric") { lblW.innerText = "Width (mm)"; lblH.innerText = "Height (mm)"; lblT.innerText = "Wall Thickness (mm)"; lblL.innerText = "Total Length (m)"; } else { lblW.innerText = "Width (inches)"; lblH.innerText = "Height (inches)"; lblT.innerText = "Wall Thickness (inches)"; lblL.innerText = "Total Length (feet)"; } } function calculateHSSWeight() { var system = document.getElementById("hss_unit_system").value; var w = parseFloat(document.getElementById("hss_width").value); var h = parseFloat(document.getElementById("hss_height").value); var t = parseFloat(document.getElementById("hss_thick").value); var l = parseFloat(document.getElementById("hss_len").value); var resultArea = document.getElementById("hss-result-area"); var resultText = document.getElementById("hss_result_text"); if (isNaN(w) || isNaN(h) || isNaN(t) || isNaN(l) || w <= 0 || h <= 0 || t <= 0 || l = w / 2 || t >= h / 2) { alert("Wall thickness is too large for the given dimensions."); return; } var weight = 0; var unitLabel = ""; var linearLabel = ""; if (system === "metric") { // Steel density 7850 kg/m3 // Area in mm2 = (W*H) – ((W-2t)*(H-2t)) var outerArea = w * h; var innerArea = (w – (2 * t)) * (h – (2 * t)); var crossAreaMm2 = outerArea – innerArea; var crossAreaM2 = crossAreaMm2 / 1000000; weight = crossAreaM2 * l * 7850; unitLabel = "kg"; linearLabel = "kg/m"; } else { // Steel density 490 lb/ft3 // Dimensions in inches, Length in feet // Area in sq inches var outerAreaSqIn = w * h; var innerAreaSqIn = (w – (2 * t)) * (h – (2 * t)); var crossAreaSqIn = outerAreaSqIn – innerAreaSqIn; // Weight = AreaSqIn * (1/144 to get sq ft) * lengthFt * 490 weight = (crossAreaSqIn / 144) * l * 490; unitLabel = "lbs"; linearLabel = "lbs/ft"; } var linearWeight = weight / l; resultArea.style.display = "block"; resultText.innerHTML = "Total Weight: " + weight.toFixed(2) + " " + unitLabel + "" + "Linear Weight: " + linearWeight.toFixed(2) + " " + linearLabel + ""; }

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