Steel Section Weight Calculator

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Steel Section Weight Calculator

Steel Section Weight Calculator

Calculate the weight of steel sections accurately. Select the shape, input dimensions, and specify steel density.

Round Bar Square Bar Rectangular Bar H-Beam (IPN/IPE) I-Beam (UPN/UPE) Angle (L-Section) Rectangular Tube Square Tube Channel (C-Section)
Choose the type of steel section you are working with.
Density of steel in kg/m³ (standard is 7850 kg/m³).

Calculation Results

— kg
Volume: — m³
Cross-Sectional Area: — mm²
Length Used: — m
Formula Used: Weight = Volume × Density
Volume is calculated based on the specific geometric shape of the steel section and its dimensions.
Weight Distribution by Section Length
Steel Section Shape Common Dimensions (Example) Steel Density (kg/m³) Calculated Weight (kg)

What is a Steel Section Weight Calculator?

A steel section weight calculator is an essential online tool designed to determine the mass of various steel profiles and components. Steel comes in numerous standard shapes like beams, angles, tubes, and bars, each with specific dimensions and properties. Calculating the precise weight of these sections is crucial for accurate material estimation, structural design, cost analysis, transportation logistics, and quality control in construction, manufacturing, and engineering industries. This steel section weight calculator simplifies a complex geometrical and material science calculation into an easy-to-use interface.

Who should use it: Engineers, architects, fabricators, contractors, procurement specialists, DIY enthusiasts, and anyone involved in projects requiring steel. Whether you need to estimate the load-bearing capacity, budget for materials, or plan shipping, knowing the exact weight is fundamental.

Common misconceptions:

  • Myth: All steel of the same length weighs the same. Reality: Different shapes and dimensions lead to vastly different weights even for identical lengths.
  • Myth: Steel density is a fixed universal constant for all types. Reality: While typically around 7850 kg/m³, alloys and manufacturing variations can slightly alter density.
  • Myth: Visual estimation is reliable for steel weight. Reality: Steel sections can be deceivingly heavy or light; precise calculation is necessary for accuracy.

Steel Section Weight Calculator Formula and Mathematical Explanation

The core principle behind calculating the weight of any steel section is straightforward: Weight = Volume × Density. The complexity arises in accurately determining the Volume based on the specific geometry of the steel section.

Volume Calculation:

The volume is generally calculated as the Cross-Sectional Area (A) multiplied by the Length (L) of the section. However, units must be consistent.

Formula: Volume (m³) = Cross-Sectional Area (m²) × Length (m)

Cross-Sectional Area (A) Derivation:

The calculation of the cross-sectional area (A) varies significantly depending on the shape:

  • Round Bar: A = π × (Diameter/2)²
  • Square Bar: A = Side²
  • Rectangular Bar: A = Length × Width
  • H-Beam/I-Beam: Approximated by summing the areas of the web and flanges, or using specialized formulas for different standards (e.g., IPN, IPE, HEA, HEB). For simplicity in a general calculator, complex beam profiles are often approximated or specific area tables are referenced. A common approximation: A ≈ (2 × Flange Width × Flange Thickness) + (Web Height × Web Thickness).
  • Angle (L-Section): A = (Leg1 × Thickness) + (Leg2 × Thickness) – (Thickness)² (subtracting the overlapping corner area). Simplified: A ≈ (Leg1 + Leg2 – Thickness) × Thickness
  • Rectangular/Square Tube: A = (Outer Width × Outer Height) – (Inner Width × Inner Height) or A = (Outer Perimeter × Thickness) – (4 × Thickness²) for thin-walled tubes. More accurately: A = (2 × Outer Width × Thickness) + (2 × (Outer Height – 2 × Thickness) × Thickness)

Note: For standard structural sections like H-beams and I-beams, manufacturers provide precise area values. This calculator might use approximations or common geometric derivations.

Unit Consistency:

It is critical to ensure all measurements are in consistent units before calculation. Typically, dimensions are provided in millimeters (mm), but the density is in kilograms per cubic meter (kg/m³). Therefore, dimensions must be converted to meters (m) for volume calculation.

  • 1 meter (m) = 1000 millimeters (mm)
  • 1 square meter (m²) = 1,000,000 square millimeters (mm²)
  • 1 cubic meter (m³) = 1,000,000,000 cubic millimeters (mm³)

Conversion Example: If a round bar has a diameter of 20 mm and a length of 2 meters:

  • Diameter in meters = 20 mm / 1000 = 0.02 m
  • Radius in meters = 0.01 m
  • Area (m²) = π × (0.01 m)² ≈ 0.000314 m²
  • Volume (m³) = 0.000314 m² × 2 m = 0.000628 m³
  • Weight (kg) = 0.000628 m³ × 7850 kg/m³ ≈ 4.93 kg

Final Weight Formula:

Weight (kg) = [Cross-Sectional Area (converted to m²) × Length (m)] × Steel Density (kg/m³)

Variables Table:

Variable Meaning Unit Typical Range
A Cross-Sectional Area mm² or m² Varies widely (e.g., 100 mm² to 100,000 mm² for structural beams)
L Length of the Steel Section m (meters) 0.1 m to 12 m (standard lengths) or custom
D Steel Density kg/m³ 7650 – 8100 kg/m³ (common is 7850 kg/m³)
W Total Weight kg Calculated value, depends on inputs
Diameter (d) Diameter of a round bar mm 1 mm to 500 mm
Side (s) Side length of a square bar/section mm 5 mm to 300 mm
Width (w) Width of a rectangular bar/section mm 5 mm to 500 mm
Height (h) Height of a beam/tube/section mm 10 mm to 1000 mm
Thickness (t) Wall thickness of tubes or sections mm 1 mm to 50 mm

Practical Examples (Real-World Use Cases)

Example 1: Calculating Weight for a Steel Frame Component

Scenario: An engineer needs to determine the weight of L-shaped steel angles used for bracing in a small structure. They are using 75mm x 75mm x 6mm (equal leg) angle sections, each 3 meters long.

Inputs:

  • Section Type: Angle
  • Leg 1: 75 mm
  • Leg 2: 75 mm
  • Thickness: 6 mm
  • Length: 3 m
  • Steel Density: 7850 kg/m³

Calculation Steps (Manual):

  1. Convert dimensions to meters: Leg1=0.075m, Leg2=0.075m, Thickness=0.006m.
  2. Calculate Cross-Sectional Area (A): A ≈ (Leg1 + Leg2 – Thickness) × Thickness = (0.075 + 0.075 – 0.006) × 0.006 = 0.144 × 0.006 = 0.000864 m²
  3. Calculate Volume (V): V = A × Length = 0.000864 m² × 3 m = 0.002592 m³
  4. Calculate Weight (W): W = V × Density = 0.002592 m³ × 7850 kg/m³ ≈ 20.35 kg

Calculator Output:

  • Total Weight: 20.35 kg
  • Volume: 0.0026 m³
  • Cross-Sectional Area: 864 mm²
  • Length Used: 3 m

Interpretation: Each 3-meter angle section weighs approximately 20.35 kg. This information is vital for the structural engineer to calculate the total weight of all bracing members, factor it into load calculations, and estimate transportation requirements. If 50 such angles are needed, the total weight would be 50 * 20.35 kg = 1017.5 kg.

Example 2: Estimating Weight for a Steel Tube Structure

Scenario: A contractor is building a rectangular steel frame using 100mm x 50mm x 4mm rectangular tubes, each piece being 6 meters long. They need to estimate the total steel weight for procurement.

Inputs:

  • Section Type: Rectangular Tube
  • Outer Width: 100 mm
  • Outer Height: 50 mm
  • Thickness: 4 mm
  • Length: 6 m
  • Steel Density: 7850 kg/m³

Calculation Steps (Manual):

  1. Convert dimensions to meters: Width=0.1m, Height=0.05m, Thickness=0.004m.
  2. Calculate Cross-Sectional Area (A): A = (Outer Width × Outer Height) – (Inner Width × Inner Height)
    Inner Width = 0.1 – (2 * 0.004) = 0.092 m
    Inner Height = 0.05 – (2 * 0.004) = 0.042 m
    A = (0.1 × 0.05) – (0.092 × 0.042) = 0.005 – 0.003864 = 0.001136 m²
  3. Calculate Volume (V): V = A × Length = 0.001136 m² × 6 m = 0.006816 m³
  4. Calculate Weight (W): W = V × Density = 0.006816 m³ × 7850 kg/m³ ≈ 53.51 kg

Calculator Output:

  • Total Weight: 53.51 kg
  • Volume: 0.0068 m³
  • Cross-Sectional Area: 1136 mm²
  • Length Used: 6 m

Interpretation: Each 6-meter length of 100x50x4mm rectangular tube weighs approximately 53.51 kg. This is crucial for ordering the correct quantity of steel, ensuring sufficient material for the project, and planning lifting and handling procedures on site. For a project requiring 15 such tubes, the total steel weight would be 15 * 53.51 kg = 802.65 kg. Understanding this helps in efficient steel procurement.

How to Use This Steel Section Weight Calculator

Our steel section weight calculator is designed for ease of use. Follow these simple steps to get accurate weight calculations:

Step-by-Step Instructions:

  1. Select Section Shape: Choose the specific type of steel profile you are calculating from the dropdown menu (e.g., Round Bar, H-Beam, Angle).
  2. Input Dimensions: Based on the selected shape, the calculator will display relevant input fields. Enter the required dimensions accurately. These are typically:
    • Diameter (for round bars)
    • Side length (for square bars/tubes)
    • Width and Height (for rectangular bars/tubes, beams)
    • Thickness (for tubes and sections)
    • Leg lengths and thickness (for angle sections)
    Ensure measurements are in millimeters (mm) unless otherwise specified.
  3. Enter Length: Input the total length of the steel section in meters (m).
  4. Confirm Steel Density: The calculator defaults to the standard density of steel (7850 kg/m³). If you are using a specific steel alloy with a known different density, update this value.
  5. Calculate: Click the "Calculate Weight" button.

How to Read Results:

Upon clicking "Calculate Weight," the results section will update instantly:

  • Primary Highlighted Result (Total Weight): This is the main output, showing the calculated weight of the steel section in kilograms (kg).
  • Intermediate Values:
    • Volume: The total volume occupied by the steel section in cubic meters (m³).
    • Cross-Sectional Area: The area of the steel's shape in square millimeters (mm²).
    • Length Used: Confirms the length input in meters (m).
  • Formula Explanation: A brief description of the calculation method (Weight = Volume × Density).
  • Chart: Visualizes how weight might be distributed or change based on length (useful for larger projects).
  • Table: Shows the current calculation in a structured format and can be used to log multiple calculations.

Decision-Making Guidance:

The results from this steel section weight calculator can inform several critical decisions:

  • Material Ordering: Accurately estimate the total tonnage of steel needed for a project, preventing over-ordering (wasteful) or under-ordering (delays).
  • Budgeting: Calculate the cost of steel materials based on weight and current market prices.
  • Structural Design: Verify that selected steel sections have the appropriate weight and strength characteristics for their intended application.
  • Logistics: Plan for transportation, ensuring vehicles have adequate capacity and determining shipping costs based on total weight.
  • Fabrication: Estimate the handling requirements (e.g., crane capacity) for large or numerous steel components.

Use the "Copy Results" button to easily transfer calculated data for reports or further analysis. Remember to perform structural integrity checks alongside weight calculations.

Key Factors That Affect Steel Section Weight Results

While the core formula (Weight = Volume × Density) is constant, several factors can influence the final calculated weight and its real-world accuracy:

  1. Dimensional Accuracy: The most significant factor. Slight deviations in the actual dimensions (width, height, thickness, diameter) of the steel section compared to the nominal values used in the calculation will directly impact the volume and thus the weight. Manufacturing tolerances are crucial.
  2. Steel Density Variations: Although 7850 kg/m³ is the standard, different steel grades (e.g., stainless steel, high-strength alloys) have slightly different densities. Even within carbon steel, minor variations due to composition or manufacturing processes can occur. Always use the specific density for the alloy if known.
  3. Section Shape Complexity: Calculating the exact volume for complex profiles (like rolled I-beams with specific flange tapers) can be challenging. Approximations used in simpler calculators might introduce small errors. Specialized engineering software or manufacturer data provides the most accurate volumes for such sections.
  4. Length Measurement Precision: The length of the steel section directly scales the volume and weight. Inaccurate measurement on-site or from supplier specifications will lead to incorrect weight calculations.
  5. Surface Coatings and Treatments: Galvanizing, painting, or other protective coatings add a small amount of weight. While usually negligible for bulk calculations, it can be a factor in highly precise applications. The calculator typically assumes bare steel.
  6. Temperature Effects: Steel expands when heated and contracts when cooled. This change in volume, though minimal under normal conditions, can slightly alter density and dimensions. This is generally not a concern for standard steel weight calculations but relevant in extreme environments.
  7. Tapering or Curvature: Sections that are not perfectly uniform along their length (e.g., tapered beams, curved sections) require more complex volume calculations than the simple Area × Length formula.
  8. Material Waste/Offcuts: This calculator determines the weight of the *section itself*. Actual project material requirements will be higher due to cuts, fabrication waste, and potential damage. Planning for this is part of good material management.

Frequently Asked Questions (FAQ)

Q1: What is the standard density of steel used in this calculator?
A1: This calculator uses the standard density of mild steel, which is approximately 7850 kg/m³.
Q2: Can this calculator be used for stainless steel or other alloys?
A2: Yes, you can adjust the "Steel Density" input field. Stainless steel typically ranges from 7700 to 8000 kg/m³, so inputting the specific density for your alloy will yield a more accurate result.
Q3: My steel section dimensions are in inches. How do I convert?
A3: Convert inches to millimeters first (1 inch = 25.4 mm). Then input the values in millimeters into the calculator. For example, a 4-inch pipe diameter is 4 * 25.4 = 101.6 mm.
Q4: Does the calculator account for hollow sections like pipes?
A4: Yes, the calculator includes options for Rectangular Tube and Square Tube. You need to input the outer width, outer height, and wall thickness.
Q5: What does "Cross-Sectional Area" mean?
A5: It's the area of the shape you would see if you cut the steel section perpendicular to its length. It's a key component in calculating the volume.
Q6: How accurate is the calculation for complex shapes like I-beams?
A6: The accuracy depends on the specific geometric formula used for the shape. For standard I-beams (like IPE, IPN), the calculator uses common geometric approximations. For highest precision, consult manufacturer datasheets which provide exact cross-sectional areas.
Q7: The calculator output is in kilograms. Can I get the weight in tonnes?
A7: Yes, 1 tonne = 1000 kilograms. Simply divide the output weight by 1000 to get the weight in metric tonnes.
Q8: What if I need to calculate the weight of multiple different sections for a project?
A8: You can use the calculator for each section type individually. Use the "Copy Results" button to save the data, and then sum the weights in a spreadsheet or document. For complex projects, consider using specialized BOM (Bill of Materials) software.
Q9: Does this calculator help with calculating structural load capacity?
A9: Indirectly. Knowing the weight is essential for calculating dead loads on a structure. However, this calculator does not perform structural analysis for stress, strain, or load-bearing capacity. You would need specialized structural engineering software or consultation for that. It's crucial to consult with a qualified engineer for structural design considerations.

Related Tools and Internal Resources

function validateInput(inputId, errorId, minValue = null, maxValue = null) { var input = document.getElementById(inputId); var errorDisplay = document.getElementById(errorId); var value = parseFloat(input.value); errorDisplay.style.display = 'none'; // Hide error by default if (input.value.trim() === "") { errorDisplay.textContent = "This field is required."; errorDisplay.style.display = 'block'; return false; } if (isNaN(value)) { errorDisplay.textContent = "Please enter a valid number."; errorDisplay.style.display = 'block'; return false; } if (minValue !== null && value maxValue) { errorDisplay.textContent = "Value cannot exceed " + maxValue + "."; errorDisplay.style.display = 'block'; return false; } return true; } function updateShapeInputs() { var sectionType = document.getElementById("sectionType").value; var dynamicInputsDiv = document.getElementById("dynamicInputs"); var html = "; // Clear existing error messages document.getElementById("steelDensityError").style.display = 'none'; switch (sectionType) { case "round_bar": html = `
Enter the diameter of the round bar in millimeters.
Enter the length of the bar in meters.
`; break; case "square_bar": html = `
Enter the side length of the square bar in millimeters.
Enter the length of the bar in meters.
`; break; case "rectangular_bar": html = `
Enter the width of the rectangular bar in millimeters.
Enter the height of the rectangular bar in millimeters.
Enter the length of the bar in meters.
`; break; case "h_beam": // IPE/IPN style beams html = `
Enter the total height (flange to flange) of the H-beam in millimeters.
Enter the width of one flange in millimeters.
Enter the thickness of the web in millimeters.
Enter the thickness of the flanges in millimeters.
Enter the length of the beam in meters.
`; break; case "i_beam": // UPN/UPE style beams html = `
Enter the total height of the I-beam in millimeters.
Enter the width of the flanges in millimeters.
Enter the thickness of the web in millimeters.
Enter the thickness of the flanges in millimeters.
Enter the length of the beam in meters.
`; break; case "angle": html = `
Enter the length of the first leg in millimeters.
Enter the length of the second leg in millimeters.
Enter the thickness of the angle section in millimeters.
Enter the length of the angle section in meters.
`; break; case "tube_rectangular": html = `
Enter the outer width of the rectangular tube in millimeters.
Enter the outer height of the rectangular tube in millimeters.
Enter the wall thickness of the tube in millimeters.
Enter the length of the tube in meters.
`; break; case "tube_square": html = `
Enter the outer side length of the square tube in millimeters.
Enter the wall thickness of the tube in millimeters.
Enter the length of the tube in meters.
`; break; case "channel": html = `
Enter the total height of the channel section in millimeters.
Enter the width of the flanges in millimeters.
Enter the thickness of the web in millimeters.
Enter the thickness of the flanges in millimeters.
Enter the length of the channel section in meters.
`; break; } dynamicInputsDiv.innerHTML = html; // After updating inputs, trigger initial calculation to set defaults calculateWeight(); } var chartInstance = null; // Global variable to hold chart instance function calculateWeight() { var sectionType = document.getElementById("sectionType").value; var density = parseFloat(document.getElementById("steelDensity").value); var areaMm2 = 0; var volumeM3 = 0; var totalWeightKg = 0; var lengthM = 0; // Input validation flags var isValid = true; // Validate density first if (!validateInput("steelDensity", "steelDensityError", 1000, 10000)) { isValid = false; } // Shape-specific calculations and validation switch (sectionType) { case "round_bar": var diameter = parseFloat(document.getElementById("diameter").value); var radius = diameter / 2; if (!validateInput("diameter", "diameterError", 0.1) || !validateInput("length", "lengthError", 0.1)) isValid = false; if (isValid) { lengthM = parseFloat(document.getElementById("length").value); var radiusM = radius / 1000; areaMm2 = Math.PI * radius * radius; volumeM3 = Math.PI * radiusM * radiusM * lengthM; totalWeightKg = volumeM3 * density; document.getElementById("lengthUsed").textContent = lengthM.toFixed(2) + " m"; } break; case "square_bar": var side = parseFloat(document.getElementById("side").value); if (!validateInput("side", "sideError", 0.1) || !validateInput("length", "lengthError", 0.1)) isValid = false; if (isValid) { lengthM = parseFloat(document.getElementById("length").value); var sideM = side / 1000; areaMm2 = side * side; volumeM3 = sideM * sideM * lengthM; totalWeightKg = volumeM3 * density; document.getElementById("lengthUsed").textContent = lengthM.toFixed(2) + " m"; } break; case "rectangular_bar": var width = parseFloat(document.getElementById("width").value); var height = parseFloat(document.getElementById("height").value); if (!validateInput("width", "widthError", 0.1) || !validateInput("height", "heightError", 0.1) || !validateInput("length", "lengthError", 0.1)) isValid = false; if (isValid) { lengthM = parseFloat(document.getElementById("length").value); var widthM = width / 1000; var heightM = height / 1000; areaMm2 = width * height; volumeM3 = widthM * heightM * lengthM; totalWeightKg = volumeM3 * density; document.getElementById("lengthUsed").textContent = lengthM.toFixed(2) + " m"; } break; case "h_beam": var beamHeight = parseFloat(document.getElementById("hBeamHeight").value); var flangeWidth = parseFloat(document.getElementById("hBeamFlangeWidth").value); var webThickness = parseFloat(document.getElementById("hBeamThickness").value); var flangeThickness = parseFloat(document.getElementById("hBeamFlangeThickness").value); if (!validateInput("hBeamHeight", "hBeamHeightError", 1) || !validateInput("hBeamFlangeWidth", "hBeamFlangeWidthError", 1) || !validateInput("hBeamThickness", "hBeamThicknessError", 0.1) || !validateInput("hBeamFlangeThickness", "hBeamFlangeThicknessError", 0.1) || !validateInput("length", "lengthError", 0.1)) isValid = false; if (isValid) { lengthM = parseFloat(document.getElementById("length").value); var beamHeightM = beamHeight / 1000; var flangeWidthM = flangeWidth / 1000; var webThicknessM = webThickness / 1000; var flangeThicknessM = flangeThickness / 1000; // Simplified approximation for H-beam area // Area = (2 * Flange Width * Flange Thickness) + (Web Height * Web Thickness) // Note: Web Height = Total Height – 2 * Flange Thickness var webHeight = beamHeight – (2 * flangeThickness); if (webHeight <= 0) { // Ensure web height is positive document.getElementById("hBeamHeightError").textContent = "Total height must be greater than twice the flange thickness."; document.getElementById("hBeamHeightError").style.display = 'block'; isValid = false; } else { areaMm2 = (2 * flangeWidth * flangeThickness) + (webHeight * webThickness); var webHeightM = webHeight / 1000; volumeM3 = (2 * flangeWidthM * flangeThicknessM) + (webHeightM * webThicknessM) * lengthM; totalWeightKg = volumeM3 * density; document.getElementById("lengthUsed").textContent = lengthM.toFixed(2) + " m"; } } break; case "i_beam": // UPN/UPE style beams var beamHeight = parseFloat(document.getElementById("iBeamHeight").value); var flangeWidth = parseFloat(document.getElementById("iBeamFlangeWidth").value); var webThickness = parseFloat(document.getElementById("iBeamThickness").value); var flangeThickness = parseFloat(document.getElementById("iBeamFlangeThickness").value); if (!validateInput("iBeamHeight", "iBeamHeightError", 1) || !validateInput("iBeamFlangeWidth", "iBeamFlangeWidthError", 1) || !validateInput("iBeamThickness", "iBeamThicknessError", 0.1) || !validateInput("iBeamFlangeThickness", "iBeamFlangeThicknessError", 0.1) || !validateInput("length", "lengthError", 0.1)) isValid = false; if (isValid) { lengthM = parseFloat(document.getElementById("length").value); var beamHeightM = beamHeight / 1000; var flangeWidthM = flangeWidth / 1000; var webThicknessM = webThickness / 1000; var flangeThicknessM = flangeThickness / 1000; // Simplified approximation for UPN/UPE beam area areaMm2 = (2 * flangeWidth * flangeThickness) + (beamHeight – 2 * flangeThickness) * webThickness; var webHeightM = (beamHeight – 2 * flangeThickness) / 1000; // web height in meters volumeM3 = (2 * flangeWidthM * flangeThicknessM + webHeightM * webThicknessM) * lengthM; totalWeightKg = volumeM3 * density; document.getElementById("lengthUsed").textContent = lengthM.toFixed(2) + " m"; } break; case "angle": var leg1 = parseFloat(document.getElementById("leg1").value); var leg2 = parseFloat(document.getElementById("leg2").value); var thickness = parseFloat(document.getElementById("thickness").value); if (!validateInput("leg1", "leg1Error", 0.1) || !validateInput("leg2", "leg2Error", 0.1) || !validateInput("thickness", "thicknessError", 0.1) || !validateInput("length", "lengthError", 0.1)) isValid = false; if (isValid) { lengthM = parseFloat(document.getElementById("length").value); var leg1M = leg1 / 1000; var leg2M = leg2 / 1000; var thicknessM = thickness / 1000; // Area = (Leg1 * Thickness) + (Leg2 * Thickness) – (Thickness * Thickness) for overlap areaMm2 = (leg1 * thickness) + (leg2 * thickness) – (thickness * thickness); // Volume = Area * Length (ensure area is in m^2 before multiplying by length in m) var areaM2 = areaMm2 / 1000000; volumeM3 = areaM2 * lengthM; totalWeightKg = volumeM3 * density; document.getElementById("lengthUsed").textContent = lengthM.toFixed(2) + " m"; } break; case "tube_rectangular": var tubeWidth = parseFloat(document.getElementById("tubeRectWidth").value); var tubeHeight = parseFloat(document.getElementById("tubeRectHeight").value); var tubeThickness = parseFloat(document.getElementById("tubeRectThickness").value); if (!validateInput("tubeRectWidth", "tubeRectWidthError", 1) || !validateInput("tubeRectHeight", "tubeRectHeightError", 1) || !validateInput("tubeRectThickness", "tubeRectThicknessError", 0.1) || !validateInput("length", "lengthError", 0.1)) isValid = false; if (isValid) { lengthM = parseFloat(document.getElementById("length").value); var innerWidth = tubeWidth – (2 * tubeThickness); var innerHeight = tubeHeight – (2 * tubeThickness); if (innerWidth <= 0 || innerHeight <= 0) { document.getElementById("tubeRectThicknessError").textContent = "Thickness is too large for given dimensions."; document.getElementById("tubeRectThicknessError").style.display = 'block'; isValid = false; } else { var tubeWidthM = tubeWidth / 1000; var tubeHeightM = tubeHeight / 1000; var innerWidthM = innerWidth / 1000; var innerHeightM = innerHeight / 1000; areaMm2 = (tubeWidth * tubeHeight) – (innerWidth * innerHeight); volumeM3 = (tubeWidthM * tubeHeightM – innerWidthM * innerHeightM) * lengthM; totalWeightKg = volumeM3 * density; document.getElementById("lengthUsed").textContent = lengthM.toFixed(2) + " m"; } } break; case "tube_square": var tubeSide = parseFloat(document.getElementById("tubeSquareSide").value); var tubeThickness = parseFloat(document.getElementById("tubeSquareThickness").value); if (!validateInput("tubeSquareSide", "tubeSquareSideError", 1) || !validateInput("tubeSquareThickness", "tubeSquareThicknessError", 0.1) || !validateInput("length", "lengthError", 0.1)) isValid = false; if (isValid) { lengthM = parseFloat(document.getElementById("length").value); var innerSide = tubeSide – (2 * tubeThickness); if (innerSide <= 0) { document.getElementById("tubeSquareThicknessError").textContent = "Thickness is too large for given dimensions."; document.getElementById("tubeSquareThicknessError").style.display = 'block'; isValid = false; } else { var tubeSideM = tubeSide / 1000; var innerSideM = innerSide / 1000; areaMm2 = (tubeSide * tubeSide) – (innerSide * innerSide); volumeM3 = (tubeSideM * tubeSideM – innerSideM * innerSideM) * lengthM; totalWeightKg = volumeM3 * density; document.getElementById("lengthUsed").textContent = lengthM.toFixed(2) + " m"; } } break; case "channel": var channelHeight = parseFloat(document.getElementById("channelHeight").value); var channelWidth = parseFloat(document.getElementById("channelWidth").value); var channelThickness = parseFloat(document.getElementById("channelThickness").value); var channelFlangeThickness = parseFloat(document.getElementById("channelFlangeThickness").value); if (!validateInput("channelHeight", "channelHeightError", 1) || !validateInput("channelWidth", "channelWidthError", 1) || !validateInput("channelThickness", "channelThicknessError", 0.1) || !validateInput("channelFlangeThickness", "channelFlangeThicknessError", 0.1) || !validateInput("length", "lengthError", 0.1)) isValid = false; if (isValid) { lengthM = parseFloat(document.getElementById("length").value); var channelHeightM = channelHeight / 1000; var channelWidthM = channelWidth / 1000; var channelThicknessM = channelThickness / 1000; var channelFlangeThicknessM = channelFlangeThickness / 1000; // Simplified approximation for Channel section area // Area = (2 * Flange Width * Flange Thickness) + (Web Height * Web Thickness) // Note: Web Height = Total Height – 2 * Flange Thickness var webHeight = channelHeight – (2 * channelFlangeThickness); if (webHeight <= 0) { // Ensure web height is positive document.getElementById("channelHeightError").textContent = "Total height must be greater than twice the flange thickness."; document.getElementById("channelHeightError").style.display = 'block'; isValid = false; } else { areaMm2 = (2 * channelWidth * channelFlangeThickness) + (webHeight * channelThickness); var webHeightM = webHeight / 1000; volumeM3 = (2 * channelWidthM * channelFlangeThicknessM) + (webHeightM * channelThicknessM) * lengthM; totalWeightKg = volumeM3 * density; document.getElementById("lengthUsed").textContent = lengthM.toFixed(2) + " m"; } } break; } // Update results display if calculation is valid if (isValid) { document.getElementById("totalWeight").textContent = totalWeightKg.toFixed(2) + " kg"; document.getElementById("volume").textContent = volumeM3.toFixed(4) + " m³"; document.getElementById("crossSectionalArea").textContent = areaMm2.toFixed(2) + " mm²"; updateChart(lengthM, totalWeightKg); // Update chart updateResultsTable(sectionType, lengthM, totalWeightKg); // Update table } else { // Reset results if validation failed document.getElementById("totalWeight").textContent = "– kg"; document.getElementById("volume").textContent = "– m³"; document.getElementById("crossSectionalArea").textContent = "– mm²"; document.getElementById("lengthUsed").textContent = "– m"; clearChart(); } return isValid; // Return validity status } function resetCalculator() { document.getElementById("sectionType").value = "round_bar"; document.getElementById("steelDensity").value = "7850"; updateShapeInputs(); // This will reset the dynamic inputs and call calculateWeight() // Clear error messages var errorElements = document.querySelectorAll('.error-message'); for (var i = 0; i < errorElements.length; i++) { errorElements[i].style.display = 'none'; } // Reset table to show default example populateDefaultTable(); } function copyResults() { var sectionType = document.getElementById("sectionType"); var sectionTypeText = sectionType.options[sectionType.selectedIndex].text; var density = document.getElementById("steelDensity").value; var totalWeight = document.getElementById("totalWeight").textContent; var volume = document.getElementById("volume").textContent; var area = document.getElementById("crossSectionalArea").textContent; var length = document.getElementById("lengthUsed").textContent; // Dynamically get input values for copying var inputValues = "Section Shape: " + sectionTypeText + "\n"; var inputElements = document.querySelectorAll('#dynamicInputs input[type="number"], #dynamicInputs select'); for (var i = 0; i < inputElements.length; i++) { var label = inputElements[i].previousElementSibling.textContent; inputValues += label.replace(":", "") + ": " + inputElements[i].value + "\n"; } var textToCopy = `— Steel Section Weight Calculation — ${inputValues} Steel Density: ${density} kg/m³ — Results — Total Weight: ${totalWeight} Volume: ${volume} Cross-Sectional Area: ${area} Length Used: ${length} ————————————`; // Use a temporary textarea for copying var textArea = document.createElement("textarea"); textArea.value = textToCopy; textArea.style.position = "fixed"; textArea.style.left = "-9999px"; document.body.appendChild(textArea); textArea.focus(); textArea.select(); try { var successful = document.execCommand('copy'); var msg = successful ? 'Results copied successfully!' : 'Failed to copy results.'; // Simple feedback – could use a toast notification in a real app console.log(msg); alert(msg); } catch (err) { console.error('Unable to copy results.', err); alert('Failed to copy results. Please copy manually.'); } document.body.removeChild(textArea); } function updateChart(length, weight) { var ctx = document.getElementById('weightChart').getContext('2d'); // Ensure we have a valid length to plot if (length <= 0) { clearChart(); return; } // Generate data points for the chart (e.g., 10 points along the length) var numPoints = 10; var lengths = []; var weights = []; var step = length / numPoints; for (var i = 0; i < numPoints; i++) { var currentLength = step * (i + 1); lengths.push(currentLength.toFixed(2)); // Weight is linear: (currentLength / totalLength) * totalWeight weights.push((currentLength / length) * weight); } // Destroy previous chart instance if it exists if (chartInstance) { chartInstance.destroy(); } // Create new chart instance chartInstance = new Chart(ctx, { type: 'line', data: { labels: lengths, // X-axis: Length segments datasets: [{ label: 'Weight (kg)', // Y-axis: Cumulative Weight data: weights, borderColor: 'var(–primary-color)', backgroundColor: 'rgba(0, 74, 153, 0.1)', fill: true, tension: 0.1 }] }, options: { responsive: true, maintainAspectRatio: false, scales: { x: { title: { display: true, text: 'Length (m)' } }, y: { title: { display: true, text: 'Cumulative Weight (kg)' }, beginAtZero: true } }, plugins: { legend: { display: true, position: 'top', }, title: { display: true, text: 'Weight Accumulation Along Length' } } } }); } function clearChart() { var ctx = document.getElementById('weightChart').getContext('2d'); if (chartInstance) { chartInstance.destroy(); chartInstance = null; // Ensure it's reset } // Clear canvas by drawing a blank rectangle ctx.clearRect(0, 0, ctx.canvas.width, ctx.canvas.height); } function populateDefaultTable() { var tableBody = document.getElementById("resultsTableBody"); tableBody.innerHTML = ` Round Bar Diameter: 20mm, Length: 5m 7850 12.31 kg Square Bar Side: 40mm, Length: 6m 7850 74.40 kg H-Beam (IPE 180) Approx. H: 180mm, W: 90mm, t_web: 5mm, t_flange: 8mm, L: 12m 7850 246.24 kg `; } function updateResultsTable(sectionType, lengthM, totalWeightKg) { var tableBody = document.getElementById("resultsTableBody"); var sectionTypeText = document.getElementById("sectionType"); var currentSectionName = sectionTypeText.options[sectionTypeText.selectedIndex].text; // Create new row element var newRow = tableBody.insertRow(); // Populate cells var cell1 = newRow.insertCell(0); cell1.textContent = currentSectionName; var cell2 = newRow.insertCell(1); // Construct descriptive text for dimensions based on section type var dimText = ""; switch(sectionType) { case "round_bar": dimText = "Diameter: " + document.getElementById("diameter").value + "mm, Length: " + lengthM + "m"; break; case "square_bar": dimText = "Side: " + document.getElementById("side").value + "mm, Length: " + lengthM + "m"; break; case "rectangular_bar": dimText = "W: " + document.getElementById("width").value + "mm, H: " + document.getElementById("height").value + "mm, L: " + lengthM + "m"; break; case "h_beam": dimText = "H: " + document.getElementById("hBeamHeight").value + "mm, FlW: " + document.getElementById("hBeamFlangeWidth").value + "mm, t_web: " + document.getElementById("hBeamThickness").value + "mm, t_flange: " + document.getElementById("hBeamFlangeThickness").value + "mm, L: " + lengthM + "m"; break; case "i_beam": dimText = "H: " + document.getElementById("iBeamHeight").value + "mm, FlW: " + document.getElementById("iBeamFlangeWidth").value + "mm, t_web: " + document.getElementById("iBeamThickness").value + "mm, t_flange: " + document.getElementById("iBeamFlangeThickness").value + "mm, L: " + lengthM + "m"; break; case "angle": dimText = "Leg1: " + document.getElementById("leg1").value + "mm, Leg2: " + document.getElementById("leg2").value + "mm, t: " + document.getElementById("thickness").value + "mm, L: " + lengthM + "m"; break; case "tube_rectangular": dimText = "W: " + document.getElementById("tubeRectWidth").value + "mm, H: " + document.getElementById("tubeRectHeight").value + "mm, t: " + document.getElementById("tubeRectThickness").value + "mm, L: " + lengthM + "m"; break; case "tube_square": dimText = "Side: " + document.getElementById("tubeSquareSide").value + "mm, t: " + document.getElementById("tubeSquareThickness").value + "mm, L: " + lengthM + "m"; break; case "channel": dimText = "H: " + document.getElementById("channelHeight").value + "mm, W: " + document.getElementById("channelWidth").value + "mm, t_web: " + document.getElementById("channelThickness").value + "mm, t_flange: " + document.getElementById("channelFlangeThickness").value + "mm, L: " + lengthM + "m"; break; } cell2.textContent = dimText; var cell3 = newRow.insertCell(2); cell3.textContent = document.getElementById("steelDensity").value; var cell4 = newRow.insertCell(3); cell4.textContent = totalWeightKg.toFixed(2) + " kg"; // Limit table size visually if it grows too large (optional) if (tableBody.rows.length > 5) { // Keep only the last 5 calculated rows + default examples // This logic might need refinement depending on desired table behavior } } // Initial setup on page load document.addEventListener("DOMContentLoaded", function() { updateShapeInputs(); // Load initial inputs and calculate populateDefaultTable(); // Populate table with initial examples // Initial chart update based on default values var initialLength = parseFloat(document.getElementById("length").value); var initialWeight = parseFloat(document.getElementById("totalWeight").textContent); if (!isNaN(initialLength) && !isNaN(initialWeight) && initialWeight > 0) { updateChart(initialLength, initialWeight); } else { clearChart(); } }); // Add event listener for the input elements to trigger calculation on change // This requires listening to dynamically added elements. A more robust solution // would involve event delegation, but for inline JS, we can re-attach listeners. var dynamicInputsDiv = document.getElementById("dynamicInputs"); dynamicInputsDiv.addEventListener('input', function() { calculateWeight(); }); document.getElementById("steelDensity").addEventListener('input', calculateWeight);

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