Channel Weight Calculator Excel

Channel Weight Calculator Excel – Free Online Tool :root { –primary-color: #004a99; –success-color: #28a745; –background-color: #f8f9fa; –text-color: #333; –border-color: #ccc; –shadow-color: rgba(0, 0, 0, 0.1); } body { font-family: 'Segoe UI', Tahoma, Geneva, Verdana, sans-serif; background-color: var(–background-color); color: var(–text-color); line-height: 1.6; margin: 0; padding: 0; display: flex; flex-direction: column; align-items: center; padding-top: 20px; padding-bottom: 20px; } .container { max-width: 960px; width: 100%; background-color: #fff; padding: 25px; border-radius: 8px; box-shadow: 0 4px 15px var(–shadow-color); text-align: center; margin-bottom: 30px; } h1, h2, h3 { color: var(–primary-color); margin-bottom: 15px; } h1 { font-size: 2.2em; margin-bottom: 20px; } h2 { font-size: 1.8em; border-bottom: 2px solid var(–primary-color); padding-bottom: 5px; margin-top: 30px; text-align: left; } h3 { font-size: 1.4em; margin-top: 20px; text-align: left; } .input-group { margin-bottom: 15px; text-align: left; padding: 10px; border: 1px solid #eee; border-radius: 5px; background-color: #fdfdfd; } .input-group label { display: block; margin-bottom: 5px; font-weight: bold; color: var(–primary-color); } .input-group input[type="number"], .input-group input[type="text"] { width: calc(100% – 20px); padding: 10px; margin-bottom: 5px; border: 1px solid var(–border-color); border-radius: 4px; box-sizing: border-box; font-size: 1em; } .input-group .helper-text { font-size: 0.85em; color: #666; display: block; margin-top: 5px; } .error-message { color: #dc3545; font-size: 0.85em; margin-top: 5px; display: block; min-height: 1.2em; /* Prevent layout shifts */ } button { background-color: var(–primary-color); color: white; border: none; padding: 10px 20px; margin: 5px; border-radius: 5px; cursor: pointer; font-size: 1em; transition: background-color 0.3s ease; } button:hover { background-color: #003366; } .secondary-button { background-color: #6c757d; } .secondary-button:hover { background-color: #5a6268; } #results-container { margin-top: 25px; padding: 20px; background-color: #e9ecef; border: 1px solid #dee2e6; border-radius: 8px; text-align: left; border-left: 5px solid var(–primary-color); } #results-container h3 { margin-top: 0; color: var(–primary-color); text-align: center; } .result-item { margin-bottom: 10px; font-size: 1.1em; } .result-label { font-weight: bold; color: var(–primary-color); display: inline-block; min-width: 200px; /* Align labels */ } .result-value { font-weight: bold; color: var(–text-color); } #primary-result { font-size: 1.8em; font-weight: bold; color: var(–primary-color); background-color: #fff3cd; padding: 15px; border-radius: 5px; margin-bottom: 20px; text-align: center; border: 1px dashed var(–primary-color); } #formula-explanation { font-size: 0.9em; color: #555; margin-top: 15px; text-align: left; font-style: italic; } #chart-container { margin-top: 30px; padding: 20px; background-color: #fff; border-radius: 8px; box-shadow: 0 2px 10px var(–shadow-color); text-align: center; } #chart-container canvas { max-width: 100%; height: auto; } caption { font-size: 1.1em; font-weight: bold; color: var(–primary-color); margin-bottom: 10px; caption-side: top; text-align: left; } table { width: 100%; border-collapse: collapse; margin-top: 15px; box-shadow: 0 2px 8px var(–shadow-color); } th, td { padding: 10px; border: 1px solid var(–border-color); text-align: right; } th { background-color: var(–primary-color); color: white; font-weight: bold; text-align: center; } td:first-child, th:first-child { text-align: left; } tbody tr:nth-child(even) { background-color: #f2f2f2; } .article-section { margin-top: 40px; padding: 20px; background-color: #fff; border-radius: 8px; box-shadow: 0 2px 10px var(–shadow-color); text-align: left; } .article-section p { margin-bottom: 15px; } .article-section ul { margin-left: 20px; margin-bottom: 15px; } .article-section li { margin-bottom: 8px; } a { color: var(–primary-color); text-decoration: none; } a:hover { text-decoration: underline; } .internal-link-list a { font-weight: bold; } .internal-link-list span { font-size: 0.9em; color: #555; display: block; margin-top: 3px; } .highlight { font-weight: bold; color: var(–primary-color); }

Channel Weight Calculator

Calculate the weight of various channel profiles accurately and efficiently.

I-Beam H-Beam C-Channel L-Angle Select the type of structural steel profile.
The width of the flanges (for I, H, C beams) or legs (for L angle).
The overall height of the beam or channel. For L-angle, this is one leg's length.
Thickness of the web (for I, H, C) or the thickness of the angle (for L).
Thickness of the second leg of the L-angle.
The total length of the channel section.
Density of the material (e.g., steel is approx. 7850 kg/m³).

Calculation Results

Estimated Weight:
Cross-Sectional Area (A):
Volume (V):
Units: kg
The weight is calculated by finding the cross-sectional area (A), multiplying by the length (L) to get the volume (V), and then multiplying the volume by the material density (ρ). Formula: Weight = A * L * ρ

Weight vs. Length

Input Parameters
Parameter Value Unit
Profile Type N/A
Flange Width / Leg 1 (b) mm
Height (h) mm
Web/Flange Thickness (t) mm
Second Leg Thickness (t2) mm
Length (L) mm
Material Density (ρ) kg/m³

What is Channel Weight Calculation?

Channel weight calculation refers to the process of determining the mass or weight of a structural steel profile, commonly known as a channel or beam, for a given length. This is crucial in engineering, construction, and manufacturing for material estimation, cost analysis, structural integrity checks, and logistics planning. Unlike simple rectangular prisms, structural channels have complex cross-sections (like I-beams, H-beams, C-channels, or L-angles) which require specific formulas to accurately calculate their area and subsequently their weight.

Who should use it? Structural engineers, architects, construction managers, fabricators, steel suppliers, procurement specialists, and DIY enthusiasts involved in projects requiring steel components will find this calculation indispensable. Understanding the weight of a channel is fundamental for designing safe and efficient structures, managing project budgets, and coordinating transportation and installation.

Common misconceptions include assuming all steel profiles of similar outer dimensions weigh the same (material grade and specific profile shape significantly impact weight) or that weight can be estimated by simply multiplying length by height and width (this ignores the actual cross-sectional geometry and thickness). Accurate calculation requires considering the precise dimensions of each part of the profile and the material's density.

{primary_keyword} Formula and Mathematical Explanation

The core principle behind calculating the weight of any uniformly shaped object is to determine its volume and then multiply it by the density of the material it's made from. For a structural channel, this translates into finding the cross-sectional area and multiplying it by its length to get the volume.

The general formula is:

Weight = Cross-Sectional Area (A) × Length (L) × Density (ρ)

Step-by-step Derivation:

  1. Calculate Cross-Sectional Area (A): This is the most complex step as it depends on the profile type.
    • I-Beam / H-Beam: Area = (2 × Flange Width × Flange Thickness) + (Height – 2 × Flange Thickness) × Web Thickness. More commonly, specific section moduli tables are used, but for simplified calculation: A = 2*(b*t_f) + (h – 2*t_f)*t_w, where b is flange width, t_f is flange thickness, h is height, t_w is web thickness. For this calculator, we simplify to a single thickness 't' for both web and flange for basic profiles. Simplified Area = (2 * b * t) + (h – 2 * t) * t. However, a more practical simplified approach for common sections is to consider the bounding rectangle minus the missing corners or specific geometric components. For this calculator, we use a pragmatic approach: Area of two flanges + Area of web. Assuming equal thickness t: A = (2 * b * t) + (h – 2*t) * t. For this calculator, let's assume: A = (width * thickness * 2) + (height - 2 * thickness) * thickness for I/H beams.
    • C-Channel: Area = (2 × Flange Width × Thickness) + (Height – 2 × Thickness) × Thickness. Simplified: A = (width * thickness * 2) + (height - 2 * thickness) * thickness.
    • L-Angle: Area = (Leg1 Length × Thickness1) + (Leg2 Length – Thickness1) × Thickness2. Assuming equal thickness 't' for simplicity and equal legs 'b': A = (width * thickness * 2) - thickness^2 if legs overlap, or more generally, if Leg1=b, Leg2=h, thickness=t: A = b*t + (h-t)*t or simplified A = (width + height - thickness) * thickness. We'll use A = (width * thickness) + (height - thickness) * angleThickness where width and height are leg lengths and thickness is for the respective leg. For equal thickness: A = (width * thickness) + (height - thickness) * thickness.
  2. Calculate Volume (V): This is straightforward once the area is known. Volume = Cross-Sectional Area (A) × Length (L). Ensure units are consistent (e.g., mm² × mm = mm³ or m² × m = m³).
  3. Calculate Weight (W): Multiply the volume by the material density. Ensure units are compatible (e.g., m³ × kg/m³ = kg).

Variable Explanations:

Variables Used in Channel Weight Calculation
Variable Meaning Unit Typical Range
Profile Type Type of structural steel section (I, H, C, L) N/A I, H, C, L
b (Flange Width / Leg 1) Width of the flange or length of the first leg of an angle. mm 10 – 1000+
h (Height) Overall height of the profile, or length of the second leg of an angle. mm 20 – 1000+
t (Thickness) Web thickness for I/H/C beams, or thickness of flange/first leg for angles. mm 1 – 50+
t2 (Second Leg Thickness) Thickness of the second leg of an L-angle. mm 1 – 50+
L (Length) Total length of the structural member. mm 100 – 12000+
ρ (Density) Mass per unit volume of the material. kg/m³ ~7850 (Steel), ~2700 (Aluminum)
A (Area) Cross-sectional area of the profile. mm² Calculated
V (Volume) Total volume of the profile section. Calculated
Weight Total mass of the profile section. kg Calculated

Practical Examples (Real-World Use Cases)

Example 1: Calculating the weight of an I-Beam

A construction project requires a 6-meter long I-beam. The I-beam has a height (h) of 150 mm, a flange width (b) of 75 mm, and a uniform thickness (t) of 7 mm for both flanges and the web. The material is standard steel with a density (ρ) of 7850 kg/m³.

  • Inputs:
  • Profile Type: I-Beam
  • Height (h): 150 mm
  • Flange Width (b): 75 mm
  • Thickness (t): 7 mm
  • Length (L): 6000 mm (6 meters)
  • Density (ρ): 7850 kg/m³

Calculation:

  • Cross-Sectional Area (A) = (2 * b * t) + (h – 2*t) * t = (2 * 75 * 7) + (150 – 2*7) * 7 = 1050 + (136 * 7) = 1050 + 952 = 2002 mm²
  • Volume (V) = A * L = 2002 mm² * 6000 mm = 12,012,000 mm³ = 0.012012 m³ (converting mm³ to m³ by dividing by 1,000,000,000)
  • Weight = V * ρ = 0.012012 m³ * 7850 kg/m³ = 94.29 kg

Interpretation: This specific I-beam section, 6 meters long, weighs approximately 94.3 kg. This information is vital for structural load calculations and for ordering the correct amount of material.

Example 2: Weight of an L-Angle Section

An architect is designing a steel frame that uses L-angle profiles for bracing. They need to determine the weight of a 3-meter long L-angle with equal legs of 50 mm each, and a thickness of 5 mm for both legs. The material is steel (ρ = 7850 kg/m³).

  • Inputs:
  • Profile Type: L-Angle
  • Leg 1 Length (b): 50 mm
  • Leg 2 Length (h): 50 mm
  • Thickness (t) / Second Leg Thickness (t2): 5 mm
  • Length (L): 3000 mm (3 meters)
  • Density (ρ): 7850 kg/m³

Calculation:

  • Using the formula A = (leg1_length * thickness) + (leg2_length – thickness) * thickness: A = (50 * 5) + (50 – 5) * 5 = 250 + (45 * 5) = 250 + 225 = 475 mm²
  • Volume (V) = A * L = 475 mm² * 3000 mm = 1,425,000 mm³ = 0.001425 m³
  • Weight = V * ρ = 0.001425 m³ * 7850 kg/m³ = 11.19 kg

Interpretation: A 3-meter length of this L-angle profile weighs approximately 11.2 kg. This helps in estimating the total weight for material procurement and installation planning.

How to Use This Channel Weight Calculator

Our free online Channel Weight Calculator is designed for simplicity and accuracy. Follow these steps to get your weight calculations instantly:

  1. Select Profile Type: Choose the correct structural profile type (I-Beam, H-Beam, C-Channel, or L-Angle) from the dropdown menu. This ensures the correct area calculation formula is applied.
  2. Input Dimensions: Enter the dimensions for your selected profile type:
    • Flange Width (b) / Leg Length: The width of the flanges or the length of the angle's legs.
    • Height (h): The overall height of the beam/channel, or the length of the second leg for an angle.
    • Thickness (t): The thickness of the web/flanges or the primary leg.
    • Second Leg Thickness (t2): Only applicable for L-Angles if the second leg has a different thickness.
    • Length (L): The total length of the steel section.
    • Material Density (ρ): Input the density of the material. For steel, 7850 kg/m³ is a common value. Use other values for aluminum, etc.
    Pay close attention to the units requested (usually millimeters for dimensions and kg/m³ for density).
  3. View Results: As you input the values, the calculator will automatically update the following:
    • Estimated Weight: The primary, highlighted result showing the total weight of the channel section.
    • Cross-Sectional Area (A): The area of the profile's end shape.
    • Volume (V): The total volume occupied by the channel section.
    • Units: Confirms the unit of weight (typically kg).
  4. Interpret Results: The calculated weight is an estimate based on the provided dimensions and density. Use this for material ordering, cost estimation, and structural analysis.
  5. Utilize Tools:
    • Reset Button: Click this to clear all fields and return to default values.
    • Copy Results Button: Easily copy the main result and key parameters to your clipboard for use in reports or spreadsheets.
  6. Analyze the Chart: The "Weight vs. Length" chart visually represents how the weight changes proportionally with the length of the channel. This can be helpful for quick estimations or comparing different lengths.
  7. Review the Table: The table summarizes all your input parameters, confirming the values used in the calculation.

Decision-making guidance: Use the calculated weight to compare different steel sections for cost-effectiveness, ensure structural members can support the anticipated loads, and verify material quantities ordered against project requirements.

Key Factors That Affect Channel Weight Results

Several factors influence the calculated weight of a channel section. Understanding these helps in refining estimates and ensuring accuracy:

  1. Profile Dimensions (Width, Height, Thickness): This is the most direct factor. Larger dimensions and thicknesses result in a larger cross-sectional area, thus increasing the volume and weight proportionally. Even minor changes in thickness can significantly alter the weight.
  2. Profile Type (Shape): Different shapes (I-beam vs. C-channel vs. L-angle) have inherently different cross-sectional areas even with similar bounding box dimensions. I-beams, for example, are optimized for strength-to-weight ratio, meaning they often have more material concentrated in efficient locations compared to a simpler rectangular bar.
  3. Material Density: The weight is directly proportional to the material's density. Steel is denser than aluminum, so an aluminum channel of the same dimensions will weigh considerably less. Accurate density values are crucial for precise calculations. Different steel alloys can also have slightly varying densities.
  4. Length of the Section: Weight scales linearly with length. A longer channel will weigh more than a shorter one, assuming all other factors remain constant. This is fundamental for estimating material needed for different spans or structures.
  5. Manufacturing Tolerances: Real-world manufacturing processes have tolerances. Actual dimensions might slightly deviate from the nominal specifications. While often minor, these deviations can accumulate, especially for large projects or long lengths, leading to slight variations in actual weight compared to calculated weight.
  6. Added Components or Features: The calculation assumes a uniform, solid profile. However, structural members might have additional features like welded stiffeners, drilled holes for connections, or protective coatings (like galvanization). These additions will increase the overall weight.
  7. Corrosion or Material Loss: Over time, especially in harsh environments, steel can corrode, leading to material loss. This reduces the actual weight of the component. This calculator estimates the initial weight.
  8. Imperial vs. Metric Units: When working with different standards (e.g., US customary units vs. SI units), ensuring consistent unit conversion is critical. For instance, using feet for length and pounds per cubic foot for density requires careful conversion to match metric units like meters and kg/m³.

Frequently Asked Questions (FAQ)

Q1: What is the standard density of steel used in calculations?
A1: The standard density of steel is approximately 7850 kilograms per cubic meter (kg/m³). This value is commonly used for carbon steel and alloy steel unless a specific grade's density deviates significantly.
Q2: Can I use this calculator for aluminum or other metals?
A2: Yes, you can. Simply change the 'Material Density' input to the correct value for the metal you are using. For example, aluminum's density is around 2700 kg/m³.
Q3: Does the calculator account for the fillet radius in L-angles?
A3: This simplified calculator approximates the area. Standard L-angle profiles often have a small fillet radius at the inside corner. For highly precise engineering calculations, specific section property tables from manufacturers that account for these radii should be consulted. Our formula provides a very close estimate.
Q4: What are the units for the dimensions?
A4: The calculator is set up to primarily use millimeters (mm) for all dimensional inputs (width, height, thickness, length) and kilograms per cubic meter (kg/m³) for density. The output weight is in kilograms (kg).
Q5: How accurate is this channel weight calculator?
A5: The accuracy depends on the precision of your input dimensions and the density value used. The formulas are standard engineering approximations. For critical applications, always cross-reference with manufacturer data sheets or professional engineering software.
Q6: Why is the cross-sectional area calculation different for different profile types?
A6: Each profile type (I-beam, C-channel, L-angle) has a unique geometric shape. The cross-sectional area calculation must reflect this specific shape to accurately determine the amount of material in a given length.
Q7: My project requires very long channels. How does length affect the weight?
A7: Weight is directly proportional to length. If you double the length of a channel, you double its weight, assuming the cross-section remains uniform. This calculator allows you to input any length for accurate scaling.
Q8: Can I calculate the weight per meter or per foot?
A8: While this calculator outputs the total weight for the entered length, you can easily calculate the weight per unit length. Divide the 'Estimated Weight' by the 'Length' (ensuring both are in consistent units, e.g., kg / meters).
var currentProfileType = 'I'; function updateInputs() { var profileType = document.getElementById("profileType").value; currentProfileType = profileType; var widthLabel = document.querySelector("#widthInputGroup label"); var heightLabel = document.querySelector("#heightInputGroup label"); var thicknessLabel = document.querySelector("#thicknessInputGroup label"); var widthHelper = document.querySelector("#widthInputGroup .helper-text"); var heightHelper = document.querySelector("#heightInputGroup .helper-text"); var thicknessHelper = document.querySelector("#thicknessInputGroup .helper-text"); var angleThicknessGroup = document.getElementById("angleThicknessInputGroup"); var angleThicknessRow = document.getElementById("angleThicknessRow"); if (profileType === 'I' || profileType === 'H' || profileType === 'C') { widthLabel.textContent = "Flange Width (b):"; widthHelper.textContent = "The width of the flanges."; heightLabel.textContent = "Height (h):"; heightHelper.textContent = "The overall height of the beam or channel."; thicknessLabel.textContent = "Web/Flange Thickness (t):"; thicknessHelper.textContent = "Thickness of the web and flanges (assumed uniform)."; angleThicknessGroup.style.display = 'none'; if(angleThicknessRow) angleThicknessRow.style.display = 'none'; } else if (profileType === 'L') { widthLabel.textContent = "Leg 1 Length (b):"; widthHelper.textContent = "The length of the first leg."; heightLabel.textContent = "Leg 2 Length (h):"; heightHelper.textContent = "The length of the second leg."; thicknessLabel.textContent = "Leg 1 Thickness (t):"; thicknessHelper.textContent = "Thickness of the first leg."; angleThicknessGroup.style.display = 'block'; if(angleThicknessRow) angleThicknessRow.style.display = 'table-row'; } } function calculateArea(profileType, b, h, t, t2) { var area = 0; if (profileType === 'I' || profileType === 'H' || profileType === 'C') { // Simplified calculation assuming uniform thickness for web and flanges. // Area = 2 * (flange width * flange thickness) + (web height * web thickness) // Web height = total height – 2 * flange thickness var flangeArea = b * t; var webHeight = h – (2 * t); var webArea = webHeight * t; area = (2 * flangeArea) + webArea; if (isNaN(area) || area < 0) area = 0; } else if (profileType === 'L') { // L-Angle Area: Leg1*Thickness1 + (Leg2 – Thickness1)*Thickness2 // Assuming b=Leg1, h=Leg2, t=Thickness1, t2=Thickness2 area = (b * t) + ((h – t) * t2); if (isNaN(area) || area < 0) area = 0; } return area; } function validateInput(id, min, max) { var input = document.getElementById(id); var value = parseFloat(input.value); var errorElement = document.getElementById(id + "Error"); errorElement.textContent = ""; // Clear previous error if (isNaN(value)) { errorElement.textContent = "Please enter a valid number."; return NaN; } if (value < 0) { errorElement.textContent = "Value cannot be negative."; return NaN; } if (value max) { errorElement.textContent = "Value cannot exceed " + max + "."; return NaN; } return value; } function updateCalculation() { var profileType = document.getElementById("profileType").value; var width = validateInput("width", 0); var height = validateInput("height", 0); var thickness = validateInput("thickness", 0); var angleThickness = validateInput("angleThickness", 0); var length = validateInput("length", 0); var density = validateInput("density", 0); var inputsValid = !isNaN(width) && !isNaN(height) && !isNaN(thickness) && !isNaN(angleThickness) && !isNaN(length) && !isNaN(density); if (profileType === 'L' && isNaN(angleThickness)) { inputsValid = false; } if (profileType !== 'L' && !isNaN(angleThickness)) { // Ensure angleThickness is not used if not L-profile angleThickness = thickness; // Fallback if logic error } var estimatedWeight = 0; var crossSectionalArea = 0; var volume = 0; if (inputsValid && length > 0 && density > 0) { crossSectionalArea = calculateArea(profileType, width, height, thickness, angleThickness); volume = (crossSectionalArea / 1000000) * length; // Convert mm²*mm = mm³ to m³ estimatedWeight = volume * density; // m³ * kg/m³ = kg // Basic checks for impossible geometries leading to negative areas/volumes if (isNaN(crossSectionalArea) || crossSectionalArea <= 0) { crossSectionalArea = 0; volume = 0; estimatedWeight = 0; } } else { crossSectionalArea = 0; volume = 0; estimatedWeight = 0; } document.getElementById("estimatedWeight").textContent = estimatedWeight.toFixed(2); document.getElementById("crossSectionalArea").textContent = crossSectionalArea.toFixed(2) + " mm²"; document.getElementById("volume").textContent = volume.toFixed(6) + " m³"; updateTable(profileType, width, height, thickness, angleThickness, length, density); updateChart(length, estimatedWeight); } function updateTable(profileType, width, height, thickness, angleThickness, length, density) { document.getElementById("tableProfileType").textContent = profileType; document.getElementById("tableWidth").textContent = isNaN(width) ? '–' : width.toFixed(1); document.getElementById("tableHeight").textContent = isNaN(height) ? '–' : height.toFixed(1); document.getElementById("tableThickness").textContent = isNaN(thickness) ? '–' : thickness.toFixed(1); document.getElementById("tableLength").textContent = isNaN(length) ? '–' : length.toFixed(1); document.getElementById("tableDensity").textContent = isNaN(density) ? '–' : density.toFixed(0); if (profileType === 'L') { document.getElementById("angleThicknessRow").style.display = 'table-row'; document.getElementById("tableAngleThickness").textContent = isNaN(angleThickness) ? '–' : angleThickness.toFixed(1); } else { document.getElementById("angleThicknessRow").style.display = 'none'; } } function resetCalculator() { document.getElementById("profileType").value = "I"; document.getElementById("width").value = "100"; document.getElementById("height").value = "200"; document.getElementById("thickness").value = "6"; document.getElementById("angleThickness").value = "6"; document.getElementById("length").value = "1000"; document.getElementById("density").value = "7850"; // Clear errors var errorElements = document.getElementsByClassName("error-message"); for (var i = 0; i < errorElements.length; i++) { errorElements[i].textContent = ""; } updateInputs(); // Update labels based on profile type updateCalculation(); // Recalculate results } function copyResults() { var estimatedWeight = document.getElementById("estimatedWeight").textContent; var crossSectionalArea = document.getElementById("crossSectionalArea").textContent; var volume = document.getElementById("volume").textContent; var profileType = document.getElementById("profileType").value; var width = document.getElementById("width").value; var height = document.getElementById("height").value; var thickness = document.getElementById("thickness").value; var angleThickness = document.getElementById("angleThickness").value; var length = document.getElementById("length").value; var density = document.getElementById("density").value; var resultsText = "Channel Weight Calculation Results:\n\n"; resultsText += "———————————-\n"; resultsText += "Estimated Weight: " + estimatedWeight + "\n"; resultsText += "Cross-Sectional Area: " + crossSectionalArea + "\n"; resultsText += "Volume: " + volume + "\n"; resultsText += "———————————-\n\n"; resultsText += "Input Assumptions:\n"; resultsText += "Profile Type: " + profileType + "\n"; resultsText += "Flange Width / Leg 1 (b): " + width + " mm\n"; resultsText += "Height / Leg 2 (h): " + height + " mm\n"; resultsText += "Thickness (t): " + thickness + " mm\n"; if (profileType === 'L') { resultsText += "Second Leg Thickness (t2): " + angleThickness + " mm\n"; } resultsText += "Length (L): " + length + " mm\n"; resultsText += "Material Density (ρ): " + density + " kg/m³\n"; try { navigator.clipboard.writeText(resultsText).then(function() { // Optional: Provide user feedback var copyButton = document.querySelector('button.secondary-button'); copyButton.textContent = 'Copied!'; setTimeout(function() { copyButton.textContent = 'Copy Results'; }, 2000); }).catch(function(err) { console.error('Could not copy text: ', err); // Fallback for older browsers or if clipboard API fails var textArea = document.createElement("textarea"); textArea.value = resultsText; textArea.style.position = "fixed"; textArea.style.left = "-9999px"; document.body.appendChild(textArea); textArea.focus(); textArea.select(); try { document.execCommand('copy'); var copyButton = document.querySelector('button.secondary-button'); copyButton.textContent = 'Copied!'; } catch (e) { var copyButton = document.querySelector('button.secondary-button'); copyButton.textContent = 'Copy Failed'; } document.body.removeChild(textArea); }); } catch (e) { console.error('Clipboard API not available or failed: ', e); var copyButton = document.querySelector('button.secondary-button'); copyButton.textContent = 'Copy Failed'; } } // Charting Logic var weightLengthChart; var chartCanvas = document.getElementById("weightLengthChart").getContext("2d"); function updateChart(currentLength, currentWeight) { if (weightLengthChart) { weightLengthChart.destroy(); } var lengths = []; var weights = []; var baseLength = 1000; // Start from a base length for the chart // Generate data points for the chart (e.g., from 0 to 2x current length, or a fixed range) var maxChartLength = Math.max(currentLength * 1.5, 2000); // Show up to 1.5x current length, or min 2000mm if (maxChartLength < 500) maxChartLength = 500; // Ensure minimum range for (var i = 0; i <= 10; i++) { var l = Math.round(baseLength + (maxChartLength – baseLength) * (i / 10)); if (l <= 0) continue; // Avoid zero or negative length lengths.push(l); // Recalculate weight for this length using current inputs var profileType = document.getElementById("profileType").value; var width = parseFloat(document.getElementById("width").value); var height = parseFloat(document.getElementById("height").value); var thickness = parseFloat(document.getElementById("thickness").value); var angleThickness = parseFloat(document.getElementById("angleThickness").value); var density = parseFloat(document.getElementById("density").value); var tempArea = calculateArea(profileType, width, height, thickness, angleThickness); var tempVolume = (tempArea / 1000000) * l; // mm³ to m³ var tempWeight = tempVolume * density; weights.push(tempWeight); } // Ensure the current data point is included if it's outside the generated range var alreadyIncluded = false; for(var i=0; i 0) { lengths.push(currentLength); weights.push(currentWeight); // Sort arrays to maintain order var combined = lengths.map(function(l, i) { return {l: l, w: weights[i]}; }); combined.sort(function(a, b) { return a.l – b.l; }); lengths = combined.map(function(item) { return item.l; }); weights = combined.map(function(item) { return item.w; }); } weightLengthChart = new Chart(chartCanvas, { type: 'line', data: { labels: lengths.map(function(l){ return (l/1000).toFixed(1); }), // Labels in meters datasets: [{ label: 'Weight (kg)', data: weights, borderColor: 'var(–primary-color)', backgroundColor: 'rgba(0, 74, 153, 0.2)', fill: true, tension: 0.1 }] }, options: { responsive: true, maintainAspectRatio: false, scales: { x: { title: { display: true, labelString: 'Length (m)' } }, y: { title: { display: true, labelString: 'Weight (kg)' }, beginAtZero: true } }, plugins: { tooltip: { callbacks: { label: function(context) { var label = context.dataset.label || "; if (label) { label += ': '; } if (context.parsed.y !== null) { label += context.parsed.y.toFixed(2); } return label; } } } } } }); } // Initial setup document.addEventListener("DOMContentLoaded", function() { updateInputs(); updateCalculation(); // Initialize chart with some default data or placeholder updateChart(1000, 0); // Initial call with default length and zero weight });

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