Girder Weight Calculator

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Girder Weight Calculator

Calculate the precise weight of steel girders for your engineering and construction projects.

W10x26 W12x26 W14x22 W16x31 W18x35 W20x65 W24x55 W30x99 Custom
Select a standard steel shape or choose 'Custom' for specific dimensions.
Nominal depth of the steel shape (inches).
Width of the flange (inches).
Thickness of the flange (inches).
Thickness of the web (inches).
Total length of the girder (feet).
Steel (490 lbs/ft³) Aluminum (40.8 lbs/ft³) Concrete (156.3 lbs/ft³ – typical)
Density of the material used for the girder.

Calculation Results

–.– lbs
Cross-Sectional Area–.– in²
Volume–.– ft³
Weight Per Foot–.– lbs/ft
Formula Used:
1. Cross-Sectional Area (A): Calculated based on girder type or custom dimensions.
2. Volume (V): Area (in²) converted to ft² and multiplied by length (ft). V = (A / 144) * Length.
3. Weight: Volume (ft³) multiplied by Material Density (lbs/ft³). Weight = V * Density.
4. Weight Per Foot: Weight / Length.

Weight vs. Length Analysis

Weight of the selected girder type at varying lengths.
Steel Density Conversion Table (approximate)
Material Density (lbs/ft³) Weight of 1 ft of W10x26 (lbs)
Steel 490
Aluminum 40.8
Concrete (typical) 156.3

What is a Girder Weight Calculator?

A girder weight calculator is a specialized engineering tool designed to determine the mass or weight of a structural steel beam, commonly known as a girder. Girders are primary load-bearing members in construction, forming the backbone of bridges, buildings, and other large structures. This calculator takes into account the girder's dimensions, shape, and the density of the material (typically steel) to provide an accurate weight estimate. Understanding the weight of girders is crucial for various aspects of structural design and logistics, including material procurement, transportation planning, structural load calculations, and cost estimation. Engineers, architects, contractors, and fabricators commonly utilize a girder weight calculator to ensure project efficiency and safety.

Many people assume that all girders of a similar size weigh the same, but this is not always true. Variations in the precise manufacturing tolerances of steel shapes, especially for non-standard or custom profiles, can lead to slight differences in weight. Furthermore, the choice of material significantly impacts the final weight. While steel is standard, using alternative materials like aluminum or even specialized concrete composites will yield different weight outcomes. This girder weight calculator helps clarify these differences.

Essentially, anyone involved in the planning, design, procurement, or erection of structures that utilize steel beams will benefit from using a girder weight calculator. This includes:

  • Structural Engineers: For load calculations and material specifications.
  • Architects: For conceptual design and preliminary costings.
  • Construction Managers: For logistics, crane capacity planning, and budget control.
  • Steel Fabricators: For material ordering and cutting optimization.
  • Procurement Specialists: For accurate material purchasing.

Common misconceptions about girder weight often stem from a lack of understanding of material properties and dimensional variations. Some might assume standard shapes are perfectly uniform, or that the weight calculation is a simple volume x density equation without accounting for the specific profiles of steel beams (like I-beams or H-beams). This girder weight calculator addresses these by using standard cross-sectional data and allowing for custom inputs.

Girder Weight Formula and Mathematical Explanation

The core principle behind calculating girder weight involves determining the volume of the steel beam and multiplying it by the material's density. For standard steel shapes like W-beams (Wide Flange beams), the American Institute of Steel Construction (AISC) provides extensive tables that list their cross-sectional properties, including area. For custom shapes, these properties must be calculated geometrically.

Calculating Cross-Sectional Area (A)

For standard steel shapes (like W, S, HP, etc.), the area (A) is typically found directly from AISC manuals or online databases. For a custom I-beam shape, we approximate it by summing the areas of its components:

A = (2 * bf * tf) + (d - 2 * tf) * tw

Where:

  • bf = Flange Width
  • tf = Flange Thickness
  • d = Overall Depth of the beam
  • tw = Web Thickness

Note: For standard shapes, the values for `d`, `bf`, `tf`, and `tw` are nominal, and the actual area listed in tables is more precise.

Calculating Volume (V)

Once the cross-sectional area is known, we calculate the volume. Since area is typically in square inches (in²) and length in feet (ft), we must convert the area to square feet (ft²).

Volume (ft³) = (Area (in²) / 144) * Length (ft)

The divisor 144 comes from 12 inches/foot * 12 inches/foot = 144 square inches/square foot.

Calculating Weight (W)

The final weight is the product of the volume and the material's density.

Weight (lbs) = Volume (ft³) * Material Density (lbs/ft³)

Calculating Weight Per Foot

This provides a useful metric for comparing different beam sizes or materials.

Weight Per Foot (lbs/ft) = Weight (lbs) / Length (ft)

Variable Table

Variable Meaning Unit Typical Range
Girder Type Standard designation (e.g., W12x26) or custom dimensions N/A W-shapes, S-shapes, HP-shapes, Custom
Depth (d) Nominal overall depth of the beam inches 2 to 40+
Flange Width (bf) Width of the top and bottom flanges inches 3 to 15+
Flange Thickness (tf) Thickness of the flanges inches 0.2 to 2.0+
Web Thickness (tw) Thickness of the vertical web connecting the flanges inches 0.15 to 1.0+
Length (L) Total span of the girder feet 10 to 100+
Material Density (ρ) Mass per unit volume of the material lbs/ft³ Steel: ~490, Aluminum: ~40.8, Concrete: ~156.3
Area (A) Cross-sectional area of the beam in² 2.5 to 50+ (depends heavily on shape and size)
Volume (V) Total volume of the girder material ft³ Varies greatly with size and length
Weight (W) Total weight of the girder lbs Varies greatly with size and length
Weight Per Foot Average weight per linear foot of the girder lbs/ft 5 to 200+ (depends heavily on shape and size)

Practical Examples (Real-World Use Cases)

Let's explore how the girder weight calculator can be applied in practical scenarios.

Example 1: Standard Steel Beam for a Small Bridge Span

A structural engineer is designing a pedestrian bridge and needs to select a suitable steel girder. They consider using a W18x35 section for a span of 40 feet.

  • Inputs:
  • Girder Type: W18x35 (This implies standard dimensions and area)
  • Length: 40 feet
  • Material Density: Steel (490 lbs/ft³)

Using the calculator:

  • The calculator retrieves the standard cross-sectional area for a W18x35 (which is approximately 10.3 in²).
  • Intermediate Calculation (Area): ~10.3 in²
  • Intermediate Calculation (Volume): (10.3 in² / 144 in²/ft²) * 40 ft ≈ 2.86 ft³
  • Intermediate Calculation (Weight Per Foot): 35 lbs/ft (This is the 'per foot' weight often listed for standard shapes)
  • Primary Result (Total Weight): 35 lbs/ft * 40 ft = 1400 lbs

Interpretation: The engineer now knows that each W18x35 girder for this 40-foot span will weigh approximately 1400 lbs. This information is critical for selecting appropriate lifting equipment, coordinating transportation, and ensuring the foundations can support the load.

Example 2: Custom Aluminum Beam for an Architectural Feature

An architect is designing a unique building facade that requires custom-shaped beams made of aluminum. They need to estimate the weight of a 15-foot long beam with specific custom dimensions.

  • Inputs:
  • Girder Type: Custom
  • Depth (d): 8 inches
  • Flange Width (bf): 6 inches
  • Flange Thickness (tf): 0.5 inches
  • Web Thickness (tw): 0.3 inches
  • Length: 15 feet
  • Material Density: Aluminum (40.8 lbs/ft³)

Using the calculator:

  • Intermediate Calculation (Area): (2 * 6 in * 0.5 in) + (8 in – 2 * 0.5 in) * 0.3 in = 6 in² + (7 in * 0.3 in) = 6 in² + 2.1 in² = 8.1 in²
  • Intermediate Calculation (Volume): (8.1 in² / 144 in²/ft²) * 15 ft ≈ 0.844 ft³
  • Primary Result (Total Weight): 0.844 ft³ * 40.8 lbs/ft³ ≈ 34.4 lbs
  • Intermediate Calculation (Weight Per Foot): 34.4 lbs / 15 ft ≈ 2.3 lbs/ft

Interpretation: The custom aluminum beam is surprisingly light, weighing only about 34.4 lbs in total. This lightness is a key advantage of aluminum, making it suitable for facade elements where dead load is a significant concern. The girder weight calculator confirmed the expected benefits of using aluminum for this specific application.

How to Use This Girder Weight Calculator

Our girder weight calculator is designed for simplicity and accuracy, providing essential data for your projects. Follow these steps:

  1. Select Girder Type: Choose a standard steel shape (e.g., W10x26, W12x26) from the dropdown. If your beam has non-standard dimensions, select 'Custom'.
  2. Enter Dimensions (if Custom): If you selected 'Custom', input the precise Depth (d), Flange Width (bf), Flange Thickness (tf), and Web Thickness (tw) in inches. Ensure these values are accurate for the specific profile you are analyzing.
  3. Specify Length: Enter the total length of the girder in feet.
  4. Choose Material Density: Select the material of your girder from the dropdown. The default is steel (490 lbs/ft³), but options for aluminum and concrete are also provided.
  5. Calculate: Click the 'Calculate Weight' button. The results will update instantly.

Reading the Results

  • Primary Highlighted Result: This shows the total estimated weight of the girder in pounds (lbs).
  • Intermediate Values: These provide key metrics:
    • Cross-Sectional Area: The area of the beam's profile in square inches (in²).
    • Volume: The total material volume in cubic feet (ft³).
    • Weight Per Foot: The average weight of the girder for each linear foot (lbs/ft).
  • Formula Explanation: A brief description of how the weight was calculated.

Decision-Making Guidance

The results from this girder weight calculator directly inform critical decisions:

  • Material Procurement: Ensure you order the correct quantity of material based on calculated weights.
  • Logistics and Transportation: Plan for the weight of individual girders and total shipments, coordinating with transport providers and ensuring delivery vehicle capacity.
  • Structural Design: Verify that the chosen girder size and material can adequately support the intended loads, considering its own dead weight.
  • Cost Estimation: Use the weight to estimate material costs and potentially the cost of handling and installation.
  • Crane and Equipment Selection: Ensure lifting equipment has sufficient capacity for the girder's weight, especially on large projects.

Use the 'Copy Results' button to easily transfer these figures to your reports or documentation.

Key Factors That Affect Girder Weight Results

Several factors influence the calculated weight of a girder, impacting project planning and costs. Understanding these is key to leveraging the girder weight calculator effectively.

  1. Girder Profile and Dimensions: This is the most significant factor. Larger depths, wider flanges, and thicker webs all increase the cross-sectional area, directly leading to greater weight. Standard shapes (like W-beams) have defined proportions, while custom shapes offer flexibility but require precise dimension input. The girder type selector and custom dimension inputs directly address this.
  2. Material Density: Different materials have different densities. Steel is the most common for structural girders due to its strength-to-weight ratio, but aluminum is significantly lighter (though less strong per unit volume), and concrete is denser. The material density selection is crucial for accurate weight calculation.
  3. Length of the Girder: A longer girder, even with the same cross-section, will naturally weigh more because it contains more material. The 'Length' input is a direct multiplier in the volume calculation.
  4. Manufacturing Tolerances: While standard steel shapes are manufactured to strict ASTM standards, slight variations can occur. These tolerances typically result in minor weight deviations. Our calculator uses nominal values from standards, providing a highly accurate estimate for practical purposes.
  5. Holes and Cutouts: Any holes (e.g., for connections) or cutouts made in the girder after fabrication will reduce its overall weight. This calculator assumes a solid, continuous member and does not account for such modifications.
  6. Coatings and Fireproofing: Applied coatings (like paint or galvanization) or fireproofing materials add weight to the girder. These are usually minor additions relative to the steel's weight but can become significant on large projects. Our calculator focuses on the base material weight.

Frequently Asked Questions (FAQ)

What is the standard density of steel used for girders?
The standard density for structural steel is approximately 490 pounds per cubic foot (lbs/ft³). This value is commonly used in engineering calculations and is the default in our girder weight calculator.
How do I find the cross-sectional area for a standard steel shape?
For standard shapes like W-beams, S-beams, or channel sections, the cross-sectional area is listed in engineering handbooks, steel construction manuals (like the AISC Steel Construction Manual), or manufacturer catalogs. Our calculator accesses these standard values when you select a girder type.
Can this calculator handle different units (e.g., metric)?
This specific calculator is designed for imperial units (inches and feet). For metric calculations, you would need to convert your inputs accordingly or use a metric-specific tool. The density input also uses lbs/ft³.
What is the difference between a beam and a girder?
While often used interchangeably, a girder is typically a larger, primary structural member designed to carry loads over longer spans, often supporting other beams. A beam can be a more general term for a horizontal structural element. In the context of weight calculation, the formula is the same, but 'girder' often implies a larger scale.
Does the calculator account for bolted connections or welded splices?
No, this calculator determines the weight of a single, continuous girder based on its specified dimensions and material. It does not include the weight of bolts, connection plates, or weld material, which would need to be calculated separately.
Why is calculating girder weight important?
Accurate weight calculations are vital for structural integrity (understanding dead load), transportation logistics (ensuring vehicles can handle the weight), cost estimation (material and handling expenses), and equipment selection (choosing cranes with adequate capacity).
What does the 'W' in W-shapes (like W10x26) signify?
The 'W' in W-shapes stands for 'Wide Flange'. These are the most common type of steel structural shapes used for beams and columns. The number following 'W' (e.g., 10) typically indicates the nominal depth in inches, and the number after the 'x' (e.g., 26) indicates the weight per foot in pounds.
How precise are the results from the custom dimension inputs?
The results for custom dimensions are as precise as the input values allow. The formula used is a standard geometric calculation for an I-beam shape. However, remember that real-world custom extrusions or fabrications might have slight variations from the theoretical calculation.
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Disclaimer: This calculator provides estimates for informational purposes only. Always consult with a qualified engineer for critical structural design decisions.

var standardGirders = { "W10x26": { depth: 10.1, flangeWidth: 5.51, flangeThickness: 0.31, webThickness: 0.25, area: 7.64 }, "W12x26": { depth: 11.9, flangeWidth: 5.52, flangeThickness: 0.29, webThickness: 0.24, area: 7.59 }, "W14x22": { depth: 13.9, flangeWidth: 5.53, flangeThickness: 0.22, webThickness: 0.21, area: 6.47 }, "W16x31": { depth: 16.1, flangeWidth: 5.54, flangeThickness: 0.32, webThickness: 0.26, area: 9.10 }, "W18x35": { depth: 18.1, flangeWidth: 5.54, flangeThickness: 0.32, webThickness: 0.26, area: 10.3 }, "W20x65": { depth: 20.1, flangeWidth: 8.02, flangeThickness: 0.48, webThickness: 0.31, area: 19.1 }, "W24x55": { depth: 23.9, flangeWidth: 7.01, flangeThickness: 0.40, webThickness: 0.29, area: 16.2 }, "W30x99": { depth: 30.1, flangeWidth: 10.0, flangeThickness: 0.60, webThickness: 0.41, area: 29.1 } }; var chart; var weightChartInstance = null; function initializeChart() { var ctx = document.getElementById('weightChart').getContext('2d'); weightChartInstance = new Chart(ctx, { type: 'line', data: { labels: [], // Will be populated by calculateWeight datasets: [{ label: 'Total Weight (lbs)', data: [], // Will be populated by calculateWeight borderColor: 'var(–primary-color)', backgroundColor: 'rgba(0, 74, 153, 0.1)', fill: true, tension: 0.1 }, { label: 'Weight Per Foot (lbs/ft)', data: [], // Will be populated by calculateWeight borderColor: 'var(–success-color)', backgroundColor: 'rgba(40, 167, 69, 0.1)', fill: false, tension: 0.1, yAxisID: 'y-axis-rps' // Use a secondary axis if needed, or just different scale }] }, options: { responsive: true, maintainAspectRatio: false, scales: { x: { title: { display: true, text: 'Length (feet)' } }, y: { title: { display: true, text: 'Total Weight (lbs)' }, beginAtZero: true }, y1: { // Define a second y-axis for weight per foot type: 'linear', position: 'right', title: { display: true, text: 'Weight Per Foot (lbs/ft)' }, grid: { drawOnChartArea: false, // only want the grid lines for one axis to show }, beginAtZero: true } }, plugins: { legend: { position: 'top', }, title: { display: true, text: 'Girder Weight Analysis' } } } }); } function updateChart(length, totalWeight, weightPerFoot) { if (!weightChartInstance) { initializeChart(); } // Add new data point weightChartInstance.data.labels.push(length.toFixed(1)); weightChartInstance.data.datasets[0].data.push(totalWeight.toFixed(2)); weightChartInstance.data.datasets[1].data.push(weightPerFoot.toFixed(2)); // Limit the number of data points to avoid clutter, e.g., max 20 points var maxPoints = 20; if (weightChartInstance.data.labels.length > maxPoints) { weightChartInstance.data.labels.shift(); weightChartInstance.data.datasets[0].data.shift(); weightChartInstance.data.datasets[1].data.shift(); } // Adjust x-axis scale dynamically if needed var maxLen = Math.max(…weightChartInstance.data.labels.map(Number)); var minLen = Math.min(…weightChartInstance.data.labels.map(Number)); if (weightChartInstance.data.labels.length > 1) { weightChartInstance.options.scales.x.min = Math.max(0, minLen – (maxLen – minLen) * 0.1); // Add some padding weightChartInstance.options.scales.x.max = maxLen + (maxLen – minLen) * 0.1; } else { weightChartInstance.options.scales.x.min = 0; weightChartInstance.options.scales.x.max = null; // Auto scale } weightChartInstance.update(); } function calculateWeight() { var girderType = document.getElementById('girderType').value; var length = parseFloat(document.getElementById('length').value); var materialDensity = parseFloat(document.getElementById('materialDensity').value); var depth, flangeWidth, flangeThickness, webThickness, area; var customDimsActive = document.getElementById('customDimensions').style.display !== 'none'; if (girderType === 'custom' || !standardGirders[girderType]) { if (!customDimsActive) { // If custom is selected but custom fields are hidden, show them document.getElementById('customDimensions').style.display = 'block'; // Ensure values are present for calculation if newly revealed depth = parseFloat(document.getElementById('depth').value) || 0; flangeWidth = parseFloat(document.getElementById('flangeWidth').value) || 0; flangeThickness = parseFloat(document.getElementById('flangeThickness').value) || 0; webThickness = parseFloat(document.getElementById('webThickness').value) || 0; } else { depth = parseFloat(document.getElementById('depth').value); flangeWidth = parseFloat(document.getElementById('flangeWidth').value); flangeThickness = parseFloat(document.getElementById('flangeThickness').value); webThickness = parseFloat(document.getElementById('webThickness').value); } if (isNaN(depth) || isNaN(flangeWidth) || isNaN(flangeThickness) || isNaN(webThickness)) { area = 0; // Default to 0 if inputs are invalid } else { // Custom calculation: A = 2*(bf*tf) + (d – 2*tf)*tw area = (2 * flangeWidth * flangeThickness) + (depth – 2 * flangeThickness) * webThickness; } } else { // Standard girder type selected document.getElementById('customDimensions').style.display = 'none'; // Hide custom inputs var girderData = standardGirders[girderType]; area = girderData.area; // Optionally, update custom fields with standard values for transparency document.getElementById('depth').value = girderData.depth; document.getElementById('flangeWidth').value = girderData.flangeWidth; document.getElementById('flangeThickness').value = girderData.flangeThickness; document.getElementById('webThickness').value = girderData.webThickness; } // Validation for length and density if (isNaN(length) || length <= 0) { document.getElementById('lengthError').innerText = "Length must be a positive number."; document.getElementById('lengthError').classList.add('visible'); } else { document.getElementById('lengthError').classList.remove('visible'); } if (isNaN(materialDensity) || materialDensity <= 0) { // Density selection should prevent this, but as a fallback document.getElementById('materialDensity').setCustomValidity("Density must be positive."); } else { document.getElementById('materialDensity').setCustomValidity(""); } if (area <= 0 || isNaN(area)) { document.getElementById('primaryResult').innerText = "–.– lbs"; document.getElementById('intermediateArea').children[1].innerText = "–.– in²"; document.getElementById('intermediateVolume').children[1].innerText = "–.– ft³"; document.getElementById('intermediateWeightPerFoot').children[1].innerText = "–.– lbs/ft"; return; } var areaInSqFt = area / 144; var volume = areaInSqFt * length; var totalWeight = volume * materialDensity; var weightPerFoot = totalWeight / length; // Update results display document.getElementById('primaryResult').innerText = totalWeight.toFixed(2) + " lbs"; document.getElementById('intermediateArea').children[1].innerText = area.toFixed(2) + " in²"; document.getElementById('intermediateVolume').children[1].innerText = volume.toFixed(2) + " ft³"; document.getElementById('intermediateWeightPerFoot').children[1].innerText = weightPerFoot.toFixed(2) + " lbs/ft"; // Update the chart // Generate sample points for the chart (e.g., 10 points from 0 to current length) var chartLengths = []; var chartWeights = []; var chartWeightPerFoot = []; var numChartPoints = 10; var lengthStep = length / numChartPoints; for (var i = 1; i 1) { weightChartInstance.options.scales.x.min = Math.max(0, minLen – (maxLen – minLen) * 0.1); // Add some padding weightChartInstance.options.scales.x.max = maxLen + (maxLen – minLen) * 0.1; } else { weightChartInstance.options.scales.x.min = 0; weightChartInstance.options.scales.x.max = null; // Auto scale } weightChartInstance.update(); } else { initializeChart(); updateChart(chartLengths, chartWeights, chartWeightPerFoot); // Initial population } // Update the table with W10x26 example weights updateTableExampleWeights(); } function validateInput(id, min, max) { var input = document.getElementById(id); var errorElement = document.getElementById(id + 'Error'); var value = parseFloat(input.value); if (isNaN(value)) { errorElement.innerText = "Please enter a valid number."; errorElement.classList.add('visible'); input.value = "; // Clear invalid input calculateWeight(); // Recalculate to show defaults or errors return false; } else if (value max) { errorElement.innerText = "Value cannot exceed " + max + "."; errorElement.classList.add('visible'); // Allow calculation with the current value, but show error } else { errorElement.classList.remove('visible'); errorElement.innerText = ""; // Clear error message } calculateWeight(); // Recalculate on valid input change return true; } function resetCalculator() { document.getElementById('girderType').value = 'W10x26'; document.getElementById('length').value = '20'; document.getElementById('materialDensity').value = '490'; // Reset custom dimensions and hide them initially document.getElementById('depth').value = '10.1'; document.getElementById('flangeWidth').value = '5.51'; document.getElementById('flangeThickness').value = '0.31'; document.getElementById('webThickness').value = '0.25'; document.getElementById('customDimensions').style.display = 'none'; // Clear error messages var errorElements = document.querySelectorAll('.error-message'); for (var i = 0; i < errorElements.length; i++) { errorElements[i].classList.remove('visible'); errorElements[i].innerText = ''; } // Reset chart data if (weightChartInstance) { weightChartInstance.data.labels = []; weightChartInstance.data.datasets[0].data = []; weightChartInstance.data.datasets[1].data = []; weightChartInstance.update(); } calculateWeight(); // Recalculate with default values } function copyResults() { var primaryResult = document.getElementById('primaryResult').innerText; var areaValue = document.getElementById('intermediateArea').children[1].innerText; var volumeValue = document.getElementById('intermediateVolume').children[1].innerText; var weightPerFootValue = document.getElementById('intermediateWeightPerFoot').children[1].innerText; var girderType = document.getElementById('girderType').value; var length = document.getElementById('length').value; var materialDensity = document.getElementById('materialDensity').options[document.getElementById('materialDensity').selectedIndex].text; var assumptions = `Key Assumptions:\n- Girder Type: ${girderType}\n- Length: ${length} ft\n- Material Density: ${materialDensity}`; if (girderType === 'custom' || !standardGirders[girderType]) { assumptions += `\n- Depth (d): ${document.getElementById('depth').value} in`; assumptions += `\n- Flange Width (bf): ${document.getElementById('flangeWidth').value} in`; assumptions += `\n- Flange Thickness (tf): ${document.getElementById('flangeThickness').value} in`; assumptions += `\n- Web Thickness (tw): ${document.getElementById('webThickness').value} in`; } var resultText = `— Girder Weight Calculation Results —\n\n${primaryResult}\n\nIntermediate Values:\n- Cross-Sectional Area: ${areaValue}\n- Volume: ${volumeValue}\n- Weight Per Foot: ${weightPerFootValue}\n\n${assumptions}`; navigator.clipboard.writeText(resultText).then(function() { // Success feedback – could add a temporary message var copyButton = document.getElementById('copyButton'); copyButton.textContent = 'Copied!'; setTimeout(function() { copyButton.textContent = 'Copy Results'; }, 2000); }).catch(function(err) { console.error('Could not copy text: ', err); // Failure feedback var copyButton = document.getElementById('copyButton'); copyButton.textContent = 'Copy Failed'; setTimeout(function() { copyButton.textContent = 'Copy Results'; }, 2000); }); } function updateTableExampleWeights() { var w10x26 = standardGirders["W10x26"]; var areaW10x26 = w10x26.area; // 7.64 in² var lengthForTable = 1; // For 'Weight of 1 ft' var densitySteel = 490; // lbs/ft³ var densityAluminum = 40.8; // lbs/ft³ var densityConcrete = 156.3; // lbs/ft³ var areaInSqFtW10x26 = areaW10x26 / 144; var weightSteel = (areaInSqFtW10x26 * lengthForTable) * densitySteel; var weightAluminum = (areaInSqFtW10x26 * lengthForTable) * densityAluminum; var weightConcrete = (areaInSqFtW10x26 * lengthForTable) * densityConcrete; document.getElementById('w10x26WeightSteel').innerText = weightSteel.toFixed(2); document.getElementById('w10x26WeightAluminum').innerText = weightAluminum.toFixed(2); document.getElementById('w10x26WeightConcrete').innerText = weightConcrete.toFixed(2); } // Initial setup document.addEventListener('DOMContentLoaded', function() { initializeChart(); resetCalculator(); // Set initial values and calculate document.getElementById('girderType').addEventListener('change', calculateWeight); document.getElementById('materialDensity').addEventListener('change', calculateWeight); // Event listeners for custom dimension inputs are set inline via oninput validateInput('length', 0.1, 10000); // Initial validation check });

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