How to Calculate Weight of Steel I Beam

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How to Calculate Weight of Steel I-Beam

Accurate Weight Calculation for Structural Steel

Steel I-Beam Weight Calculator

Enter the dimensions and material properties to calculate the weight of your steel I-beam.

W10x22 W12x26 W14x30 S8x18.4 Custom Select a standard I-beam profile or choose 'Custom' for manual entry.
The total height of the I-beam from flange to flange in inches.
The width of the top and bottom flanges in inches.
The thickness of the central web in inches.
The thickness of the flanges in inches.
The total length of the I-beam in feet.
Density of steel in pounds per cubic foot (lbs/ft³). Standard is 490 lbs/ft³.

Calculation Results

Cross-Sectional Area: N/A
Volume: N/A
Weight per Foot: N/A
Total Weight: N/A

What is Steel I-Beam Weight Calculation?

Understanding how to calculate the weight of a steel I-beam is a fundamental skill in structural engineering, construction, and fabrication. Steel I-beams, also known as W-beams or Universal Beams (UB), are characterized by their I-shaped cross-section, consisting of two horizontal flanges connected by a vertical web. This shape provides excellent strength and stiffness, making them ideal for load-bearing applications like building frames, bridges, and support structures. The weight of an I-beam is a critical parameter for several reasons: material costing, transportation logistics, handling equipment selection, and structural load calculations.

Who should use it? This calculation is essential for structural engineers determining design loads, architects specifying materials, construction managers estimating project costs and managing site logistics, steel fabricators quoting jobs, and even DIY enthusiasts working on projects involving steel beams. Accurate weight calculation ensures that the correct amount of material is ordered, appropriate lifting equipment is used, and the overall structural integrity of a project is maintained.

Common misconceptions: A frequent misunderstanding is that all I-beams of the same depth have the same weight. In reality, I-beam profiles are standardized by depth, but their weights vary significantly based on flange width and thickness, and web thickness. For instance, a W12x26 beam has a nominal depth of 12 inches and weighs approximately 26 pounds per linear foot, but a W12x40 beam, also about 12 inches deep, weighs 40 pounds per foot due to its heavier construction. Another misconception is that using a "generic" steel density is always accurate; while 490 lbs/ft³ is standard, slight variations can occur with different steel alloys or manufacturing processes.

Steel I-Beam Weight Formula and Mathematical Explanation

The weight of a steel I-beam is determined by its volume and the density of the steel. The volume is calculated by multiplying the cross-sectional area of the I-beam by its length. The cross-sectional area itself is derived from the dimensions of the flanges and the web.

The Core Formula:

Weight = Volume × Density

Weight = (Cross-Sectional Area × Length) × Density

Detailed Breakdown:

  1. Cross-Sectional Area (A): This is the most complex part. An I-beam's cross-section can be approximated as two rectangles (flanges) and one central rectangle (web).
    • Area of two flanges = 2 × (Flange Width × Flange Thickness)
    • Area of the web = (Beam Depth – 2 × Flange Thickness) × Web Thickness
    • Total Area (A) = Area of two flanges + Area of the web
    A more precise calculation for standard I-beams often uses empirical data or simplified geometric approximations depending on the standard series (e.g., W, S). Our calculator uses the following common approach for American Standard (AS) or Wide Flange (W) beams:

    Area (A) = (Beam Depth × Web Thickness) + 2 × (Flange Width × Flange Thickness) – (2 × Web Thickness × Flange Thickness)

    *Note: The subtraction term accounts for the overlapping area if the web were simply added to the flanges.* For simplicity and common usage, we often simplify this to:

    Area (A) ≈ (Beam Depth × Web Thickness) + 2 × (Flange Width × Flange Thickness)

    However, for accuracy, we use a method that better represents standard profiles:

    Area (A) = (b * tf * 2) + ((d – 2*tf) * tw)

    Where:
    • 'd' is the Beam Depth
    • 'b' is the Flange Width
    • 'tw' is the Web Thickness
    • 'tf' is the Flange Thickness
  2. Volume (V): Once the area is known, the volume is calculated. Ensure units are consistent. If Area is in square inches (in²) and Length is in feet (ft), convert Area to square feet (ft²).

    Volume (ft³) = (Area (in²) / 144 in²/ft²) × Length (ft)

  3. Density (ρ): This is the weight per unit volume of the material. For structural steel, a common value is 490 pounds per cubic foot (lbs/ft³).
  4. Total Weight (W):

    Total Weight (lbs) = Volume (ft³) × Density (lbs/ft³)

Variables Table

Variables Used in I-Beam Weight Calculation
Variable Meaning Unit Typical Range/Value
d (Beam Depth) Total height of the I-beam profile inches (in) 4 to 36+ (e.g., 10, 12, 14)
b (Flange Width) Width of the horizontal flanges inches (in) 3 to 16+ (e.g., 4.5, 5.5, 6.5)
tw (Web Thickness) Thickness of the vertical central web inches (in) 0.2 to 1.0+ (e.g., 0.28, 0.35, 0.5)
tf (Flange Thickness) Thickness of the horizontal flanges inches (in) 0.3 to 1.5+ (e.g., 0.45, 0.6, 0.8)
L (Beam Length) Total length of the I-beam feet (ft) 10 to 100+ (e.g., 20, 30, 40)
ρ (Steel Density) Weight per unit volume of steel lbs/ft³ ~490 (standard value)
A (Cross-Sectional Area) Area of the beam's cross-section in² or ft² Varies based on profile
V (Volume) Total volume occupied by the beam ft³ Varies based on dimensions
W (Total Weight) Total weight of the beam lbs Varies based on dimensions

Practical Examples (Real-World Use Cases)

Let's illustrate the calculation of how to calculate weight of steel I-beam with practical scenarios:

Example 1: Standard Wide Flange Beam (W-Shape)

Scenario: A structural engineer needs to determine the weight of a W12x26 wide flange beam that is 30 feet long for a building's primary support column.

Inputs:

  • Beam Type: W12x26 (This designation implies: Depth ≈ 12 in, Weight per foot ≈ 26 lbs/ft. We'll use the calculator's dimensional lookup or calculate based on profile specs.)
  • Beam Length (L): 30 ft
  • Steel Density (ρ): 490 lbs/ft³

Calculation Steps (using calculator logic):

  1. Look up or input dimensions for W12x26: d ≈ 12.2 in, b ≈ 5.5 in, tw ≈ 0.28 in, tf ≈ 0.45 in.
  2. Calculate Cross-Sectional Area (A): A = (d * tw) + 2 * (b * tf) *(Simplified practical approach for this example)* A = (12.2 in * 0.28 in) + 2 * (5.5 in * 0.45 in) A = 3.416 in² + 2 * (2.475 in²) A = 3.416 in² + 4.95 in² A = 8.366 in²
  3. Convert Area to square feet: A (ft²) = 8.366 in² / 144 in²/ft² ≈ 0.0581 ft²
  4. Calculate Volume (V): V = A (ft²) × L (ft) V = 0.0581 ft² × 30 ft V = 1.743 ft³
  5. Calculate Total Weight (W): W = V × ρ W = 1.743 ft³ × 490 lbs/ft³ W ≈ 854.07 lbs

Result Interpretation: The total weight of the W12x26 beam is approximately 854 lbs. This information is crucial for the crane operator to select the correct lifting capacity and for the structural engineer to confirm the dead load on the foundation.

Example 2: Custom I-Beam for a Unique Application

Scenario: A fabrication shop is creating a custom support structure and needs to know the weight of a precisely dimensioned steel I-beam: 14 inches deep, 8 inches wide flanges, 0.5 inch web thickness, and 0.75 inch flange thickness, with a length of 15 feet.

Inputs:

  • Beam Depth (d): 14 in
  • Flange Width (b): 8 in
  • Web Thickness (tw): 0.5 in
  • Flange Thickness (tf): 0.75 in
  • Beam Length (L): 15 ft
  • Steel Density (ρ): 490 lbs/ft³

Calculation Steps (using calculator logic):

  1. Calculate Cross-Sectional Area (A): A = (d * tw) + 2 * (b * tf) A = (14 in * 0.5 in) + 2 * (8 in * 0.75 in) A = 7 in² + 2 * (6 in²) A = 7 in² + 12 in² A = 19 in²
  2. Convert Area to square feet: A (ft²) = 19 in² / 144 in²/ft² ≈ 0.1319 ft²
  3. Calculate Volume (V): V = A (ft²) × L (ft) V = 0.1319 ft² × 15 ft V = 1.9785 ft³
  4. Calculate Total Weight (W): W = V × ρ W = 1.9785 ft³ × 490 lbs/ft³ W ≈ 969.47 lbs

Result Interpretation: The custom I-beam weighs approximately 969.5 lbs. This calculation helps the shop accurately quote the job, order the correct amount of steel, and plan the fabrication process.

How to Use This Steel I-Beam Weight Calculator

Using our online tool to calculate the weight of a steel I-beam is straightforward. Follow these simple steps:

  1. Select I-Beam Type: Choose a standard I-beam profile (like W10x22, W12x26, etc.) from the dropdown list. The calculator will automatically populate typical dimensions for that profile. If you are using a non-standard or custom-sized beam, select 'Custom'.
  2. Enter Custom Dimensions (if applicable): If you selected 'Custom', you will need to input the specific dimensions of your I-beam: Beam Depth (d), Flange Width (b), Web Thickness (tw), and Flange Thickness (tf). Ensure these are entered in inches.
  3. Input Beam Length: Enter the total length of the I-beam in feet.
  4. Specify Steel Density: The calculator defaults to 490 lbs/ft³, the standard density for structural steel. You can adjust this value if your project uses a different steel alloy with a known, specific density.
  5. Click 'Calculate Weight': Once all necessary information is entered, click the 'Calculate Weight' button.

How to Read Results:

  • Cross-Sectional Area: This shows the area of the beam's cross-section in square inches (in²). It's a key intermediate value.
  • Volume: The total volume of the beam in cubic feet (ft³).
  • Weight per Foot: This provides the weight of the beam expressed in pounds per linear foot (lbs/ft). This is often the most directly useful metric for engineers and contractors.
  • Total Weight: This is the primary result, displayed prominently in pounds (lbs), representing the entire weight of the beam based on its length.
  • Formula Explanation: A brief description of the calculation logic used is provided for clarity.

Decision-Making Guidance: Use the 'Total Weight' to order materials, calculate dead loads in structural designs, and determine the required lifting equipment capacity. The 'Weight per Foot' is useful for quick estimations and comparisons between different beam sizes. The 'Copy Results' button allows you to easily transfer these figures into your project documentation or reports.

Key Factors That Affect Steel I-Beam Weight Results

While the formula for calculating how to calculate weight of steel I-beam is straightforward, several factors can influence the final result and its practical application:

  1. Beam Profile and Dimensions: This is the most significant factor. As seen in the examples, even small changes in flange width, thickness, or web thickness can substantially alter the cross-sectional area and thus the total weight. Standard designations (like W, S, HP) group beams by approximate depth, but weights vary greatly within each group.
  2. Steel Density Variation: While 490 lbs/ft³ is standard for carbon steel, different alloys (e.g., high-strength steel, stainless steel) have slightly different densities. If a non-standard steel is used, using its precise density is crucial for accurate weight calculation. Stainless steel, for instance, is denser.
  3. Beam Length Precision: The calculated weight is directly proportional to the beam's length. Inaccurate measurement of the required length during procurement or fabrication will lead to an incorrect weight estimate. This impacts material cost and structural load calculations.
  4. Manufacturing Tolerances: Actual steel beams may have slight variations from their nominal dimensions due to manufacturing tolerances. While generally minor, for extremely precise applications or very long beams, these can accumulate and affect the overall weight slightly.
  5. Cutouts and Holes: If the I-beam has holes drilled or sections cut out for services (like pipes, conduits, or HVAC ducts) or for weight reduction, the actual weight will be less than calculated. These modifications need to be accounted for separately.
  6. Unit Consistency: A common pitfall is mixing units (e.g., using inches for length when density is in cubic feet). Ensuring all dimensions are converted correctly (e.g., inches to feet for volume calculation) is vital for accurate results. The conversion factor 144 in²/ft² is key here.
  7. Flange Taper (for some older standards): Some older beam profiles (like S-beams or American Standard beams) have slightly tapered flanges. While W-beams generally have parallel flanges, this taper can slightly affect the precise calculation of the flange area if not accounted for. Our calculator assumes parallel flanges typical of modern W-shapes.

Frequently Asked Questions (FAQ)

What is the difference between W-beams and S-beams?

W-beams (Wide Flange) have wider flanges relative to their depth and parallel flange surfaces, offering better stability and load distribution. S-beams (American Standard) have narrower flanges with a slight taper, making them less common in modern construction but still used in some applications.

Can I calculate the weight if I only know the beam's designation (e.g., W14x30)?

Yes, the designation usually provides the nominal depth (e.g., 14 inches) and the approximate weight per foot (e.g., 30 lbs/ft). Standard steel handbooks or online databases list the precise dimensions (depth, flange width, web thickness, flange thickness) corresponding to each designation, which can then be used for a more detailed calculation of cross-sectional area and volume.

What is a reasonable weight per foot for a standard I-beam?

Weight per foot can range significantly. Smaller beams like a W6x9 might weigh around 9 lbs/ft, while massive beams like a W36x300 could weigh 300 lbs/ft. The designation number often gives a close approximation of this value.

Does the calculator account for steel coatings or galvanization?

No, this calculator determines the weight of the base steel material only. Coatings like paint or galvanization add a small amount of weight, typically negligible for most structural calculations but can be accounted for by adding the weight of the coating if known.

How accurate is the standard steel density of 490 lbs/ft³?

It's highly accurate for most common structural steel grades (like A36). The actual density can vary slightly (e.g., 489.5 to 491 lbs/ft³), but 490 lbs/ft³ is a widely accepted and sufficiently precise value for engineering and construction purposes.

What happens if I enter zero or negative values for dimensions?

The calculator includes input validation. It will prevent calculation and display error messages for invalid inputs like zero or negative dimensions, as these are physically impossible for a beam.

Is the weight calculated per linear foot or total weight?

The calculator provides both: the 'Weight per Foot' (lbs/ft) and the 'Total Weight' (lbs) for the specified beam length. The total weight is the primary highlighted result.

Where can I find a comprehensive list of standard I-beam dimensions?

Reputable sources include the American Institute of Steel Construction (AISC) Steel Construction Manual, engineering handbooks, and manufacturer catalogs. Many online engineering resources also provide detailed tables.

Weight Comparison: Different I-Beam Profiles

A visual comparison of total weight for a standard length (e.g., 20 ft) across various common I-beam profiles.

Related Tools and Internal Resources

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Disclaimer: This calculator provides estimates for educational and informational purposes only. Always consult with a qualified structural engineer for specific project requirements and safety assessments.

// Data for standard beams (simplified for demonstration) // Format: { "Designation": { d: depth_in, b: flange_width_in, tw: web_thickness_in, tf: flange_thickness_in } } var standardBeams = { "W10x22": { d: 10.1, b: 5.5, tw: 0.28, tf: 0.45 }, "W12x26": { d: 12.1, b: 5.5, tw: 0.28, tf: 0.45 }, "W14x30": { d: 13.9, b: 6.0, tw: 0.30, tf: 0.50 }, "S8x18.4″: { d: 8.0, b: 4.0, tw: 0.24, tf: 0.34 } }; function getInputValue(id) { var element = document.getElementById(id); if (element) { var value = parseFloat(element.value); return isNaN(value) ? null : value; } return null; } function setErrorMessage(id, message) { var errorElement = document.getElementById(id); if (errorElement) { errorElement.textContent = message; } } function clearErrorMessages() { setErrorMessage('beamDepthError', "); setErrorMessage('flangeWidthError', "); setErrorMessage('webThicknessError', "); setErrorMessage('flangeThicknessError', "); setErrorMessage('beamLengthError', "); setErrorMessage('steelDensityError', "); } function validateInputs() { var isValid = true; var beamLength = getInputValue('beamLength'); var steelDensity = getInputValue('steelDensity'); if (beamLength === null || beamLength <= 0) { setErrorMessage('beamLengthError', 'Beam length must be a positive number.'); isValid = false; } else { setErrorMessage('beamLengthError', ''); } if (steelDensity === null || steelDensity <= 0) { setErrorMessage('steelDensityError', 'Steel density must be a positive number.'); isValid = false; } else { setErrorMessage('steelDensityError', ''); } var beamType = document.getElementById('beamType').value; if (beamType === 'Custom') { var beamDepth = getInputValue('beamDepth'); var flangeWidth = getInputValue('flangeWidth'); var webThickness = getInputValue('webThickness'); var flangeThickness = getInputValue('flangeThickness'); if (beamDepth === null || beamDepth <= 0) { setErrorMessage('beamDepthError', 'Beam depth must be positive.'); isValid = false; } else { setErrorMessage('beamDepthError', ''); } if (flangeWidth === null || flangeWidth <= 0) { setErrorMessage('flangeWidthError', 'Flange width must be positive.'); isValid = false; } else { setErrorMessage('flangeWidthError', ''); } if (webThickness === null || webThickness <= 0) { setErrorMessage('webThicknessError', 'Web thickness must be positive.'); isValid = false; } else { setErrorMessage('webThicknessError', ''); } if (flangeThickness === null || flangeThickness beamDepth / 2) { setErrorMessage('webThicknessError', 'Web thickness cannot exceed half the beam depth.'); isValid = false; } if (flangeThickness !== null && beamDepth !== null && flangeThickness > beamDepth / 2) { setErrorMessage('flangeThicknessError', 'Flange thickness cannot exceed half the beam depth.'); isValid = false; } } return isValid; } function calculateWeight() { clearErrorMessages(); if (!validateInputs()) { document.getElementById('main-result').textContent = 'Total Weight: Invalid Input'; document.getElementById('area-result').textContent = 'Cross-Sectional Area: N/A'; document.getElementById('volume-result').textContent = 'Volume: N/A'; document.getElementById('weight-per-foot-result').textContent = 'Weight per Foot: N/A'; document.getElementById('formula-explanation').textContent = "; updateChart([], []); // Clear chart return; } var beamType = document.getElementById('beamType').value; var beamLength = getInputValue('beamLength'); var steelDensity = getInputValue('steelDensity'); var d, b, tw, tf; if (beamType === 'Custom') { d = getInputValue('beamDepth'); b = getInputValue('flangeWidth'); tw = getInputValue('webThickness'); tf = getInputValue('flangeThickness'); } else { var selectedBeam = standardBeams[beamType]; if (selectedBeam) { d = selectedBeam.d; b = selectedBeam.b; tw = selectedBeam.tw; tf = selectedBeam.tf; } else { document.getElementById('main-result').textContent = 'Total Weight: Invalid Beam Type'; return; } } // Calculation Logic var area_in2 = (d * tw) + (2 * b * tf) – (2 * tw * tf); // More precise area calculation accounts for overlaps if needed, but standard formula is: area_in2 = (d * tw) + (2 * b * tf); // Simplified practical approach for calculation purposes where corner overlaps are minimal/ignored for typical W shapes. // Let's use a more accurate area calculation that represents standard I-beams: Area = (b * tf * 2) + ((d – 2*tf) * tw) area_in2 = (b * tf * 2) + ((d – 2 * tf) * tw); var area_ft2 = area_in2 / 144; var volume_ft3 = area_ft2 * beamLength; var totalWeight_lbs = volume_ft3 * steelDensity; var weightPerFoot_lbs = totalWeight_lbs / beamLength; // Update DOM document.getElementById('area-result').textContent = 'Cross-Sectional Area: ' + area_in2.toFixed(3) + ' in²'; document.getElementById('volume-result').textContent = 'Volume: ' + volume_ft3.toFixed(3) + ' ft³'; document.getElementById('weight-per-foot-result').textContent = 'Weight per Foot: ' + weightPerFoot_lbs.toFixed(2) + ' lbs/ft'; document.getElementById('main-result').textContent = 'Total Weight: ' + totalWeight_lbs.toFixed(2) + ' lbs'; var formulaExplanation = "Weight = (Area * Length) * Density. "; formulaExplanation += "Area ≈ (Flange Width * Flange Thickness * 2) + ((Beam Depth – 2 * Flange Thickness) * Web Thickness). "; formulaExplanation += "Units converted from inches to feet for volume calculation."; document.getElementById('formula-explanation').textContent = formulaExplanation; updateChart([ { label: 'W10x22 (20ft)', weight: calculateWeightForBeam('W10x22', 20) }, { label: 'W12x26 (20ft)', weight: calculateWeightForBeam('W12x26', 20) }, { label: 'W14x30 (20ft)', weight: calculateWeightForBeam('W14x30', 20) }, { label: 'S8x18.4 (20ft)', weight: calculateWeightForBeam('S8x18.4', 20) } ]); } function calculateWeightForBeam(designation, length) { var beamData = standardBeams[designation]; if (!beamData) return 0; var d = beamData.d; var b = beamData.b; var tw = beamData.tw; var tf = beamData.tf; var steelDensity = 490; // Standard density var area_in2 = (b * tf * 2) + ((d – 2 * tf) * tw); var area_ft2 = area_in2 / 144; var volume_ft3 = area_ft2 * length; var totalWeight_lbs = volume_ft3 * steelDensity; return totalWeight_lbs; } function resetCalculator() { document.getElementById('beamType').value = 'W10x22'; document.getElementById('custom-inputs').style.display = 'none'; // Hide custom inputs initially // Clear custom input values if they were shown document.getElementById('beamDepth').value = "; document.getElementById('flangeWidth').value = "; document.getElementById('webThickness').value = "; document.getElementById('flangeThickness').value = "; document.getElementById('beamLength').value = "; document.getElementById('steelDensity').value = '490'; clearErrorMessages(); document.getElementById('main-result').textContent = 'Total Weight: N/A'; document.getElementById('area-result').textContent = 'Cross-Sectional Area: N/A'; document.getElementById('volume-result').textContent = 'Volume: N/A'; document.getElementById('weight-per-foot-result').textContent = 'Weight per Foot: N/A'; document.getElementById('formula-explanation').textContent = "; updateChart([], []); // Clear chart } function copyResults() { var mainResult = document.getElementById('main-result').textContent; var areaResult = document.getElementById('area-result').textContent; var volumeResult = document.getElementById('volume-result').textContent; var weightPerFootResult = document.getElementById('weight-per-foot-result').textContent; var formula = document.getElementById('formula-explanation').textContent; var beamType = document.getElementById('beamType').value; var beamLength = document.getElementById('beamLength').value; var steelDensity = document.getElementById('steelDensity').value; var copyText = "— Steel I-Beam Weight Calculation Results —\n\n"; copyText += mainResult + "\n"; copyText += areaResult + "\n"; copyText += volumeResult + "\n"; copyText += weightPerFootResult + "\n\n"; copyText += "— Inputs —\n"; copyText += "I-Beam Type: " + beamType + "\n"; if (beamType === 'Custom') { copyText += " Beam Depth (d): " + getInputValue('beamDepth') + " in\n"; copyText += " Flange Width (b): " + getInputValue('flangeWidth') + " in\n"; copyText += " Web Thickness (tw): " + getInputValue('webThickness') + " in\n"; copyText += " Flange Thickness (tf): " + getInputValue('flangeThickness') + " in\n"; } copyText += "Beam Length (L): " + beamLength + " ft\n"; copyText += "Steel Density (ρ): " + steelDensity + " lbs/ft³\n\n"; copyText += "— Formula —\n" + formula; // Use a temporary textarea to copy text var textArea = document.createElement("textarea"); textArea.value = copyText; textArea.style.position = "fixed"; // Avoid scrolling to bottom of page textArea.style.opacity = "0"; document.body.appendChild(textArea); textArea.focus(); textArea.select(); try { var successful = document.execCommand('copy'); var msg = successful ? 'Results copied successfully!' : 'Failed to copy results.'; // Optionally display a temporary message to the user var tempMessage = document.createElement('div'); tempMessage.textContent = msg; tempMessage.style.position = 'fixed'; tempMessage.style.bottom = '20px'; tempMessage.style.left = '50%'; tempMessage.style.transform = 'translateX(-50%)'; tempMessage.style.backgroundColor = '#004a99'; tempMessage.style.color = 'white'; tempMessage.style.padding = '10px 20px'; tempMessage.style.borderRadius = '5px'; tempMessage.style.zIndex = '1000'; document.body.appendChild(tempMessage); setTimeout(function(){ document.body.removeChild(tempMessage); }, 2000); } catch (err) { console.error('Fallback: Oops, unable to copy' + err); } document.body.removeChild(textArea); } // Handle showing/hiding custom input fields document.getElementById('beamType').addEventListener('change', function() { var customInputsDiv = document.getElementById('custom-inputs'); if (this.value === 'Custom') { customInputsDiv.style.display = 'flex'; // Use flex to maintain layout consistency } else { customInputsDiv.style.display = 'none'; // Clear custom input values when switching away from 'Custom' document.getElementById('beamDepth').value = "; document.getElementById('flangeWidth').value = "; document.getElementById('webThickness').value = "; document.getElementById('flangeThickness').value = "; clearErrorMessages(); // Clear errors related to custom inputs } }); // — Chart Logic — var myChart; var chartCanvas = document.getElementById('weightComparisonChart'); function updateChart(data) { if (!chartCanvas) return; var ctx = chartCanvas.getContext('2d'); // Destroy previous chart instance if it exists if (myChart) { myChart.destroy(); } if (data.length === 0) return; // Do not draw if no data var labels = data.map(function(item) { return item.label; }); var weights = data.map(function(item) { return item.weight; }); myChart = new Chart(ctx, { type: 'bar', // Using bar chart for comparison data: { labels: labels, datasets: [{ label: 'Total Weight (lbs)', data: weights, backgroundColor: [ 'rgba(0, 74, 153, 0.6)', // Primary blue 'rgba(40, 167, 69, 0.6)', // Success green 'rgba(255, 193, 7, 0.6)', // Warning yellow 'rgba(108, 117, 125, 0.6)' // Muted gray ], borderColor: [ 'rgba(0, 74, 153, 1)', 'rgba(40, 167, 69, 1)', 'rgba(255, 193, 7, 1)', 'rgba(108, 117, 125, 1)' ], borderWidth: 1 }] }, options: { responsive: true, maintainAspectRatio: true, // Keep aspect ratio based on container scales: { y: { beginAtZero: true, title: { display: true, text: 'Total Weight (lbs)' } }, x: { title: { display: true, text: 'I-Beam Profile (for 20 ft length)' } } }, plugins: { legend: { display: true, position: 'top', }, title: { display: true, text: 'Weight Comparison of Standard I-Beams (20 ft Length)' } } } }); } // Initial chart rendering on load (optional, can be triggered by calculate) document.addEventListener('DOMContentLoaded', function() { // Trigger initial calculation to populate chart or draw blank chart calculateWeight(); // Add event listeners to inputs to update chart dynamically document.getElementById('beamLength').addEventListener('input', calculateWeight); document.getElementById('steelDensity').addEventListener('input', calculateWeight); document.getElementById('beamType').addEventListener('change', calculateWeight); document.getElementById('beamDepth').addEventListener('input', calculateWeight); document.getElementById('flangeWidth').addEventListener('input', calculateWeight); document.getElementById('webThickness').addEventListener('input', calculateWeight); document.getElementById('flangeThickness').addEventListener('input', calculateWeight); // FAQ functionality var faqItems = document.querySelectorAll('.faq-item h4'); for (var i = 0; i < faqItems.length; i++) { faqItems[i].addEventListener('click', function() { var parent = this.parentElement; parent.classList.toggle('active'); }); } }); // Include Chart.js library via CDN var script = document.createElement('script'); script.src = 'https://cdn.jsdelivr.net/npm/chart.js@3.0.0/dist/chart.min.js'; script.onload = function() { console.log('Chart.js loaded'); // Ensure Chart is globally available after loading if (typeof Chart !== 'undefined') { // Update chart after Chart.js is loaded updateChart([ { label: 'W10x22 (20ft)', weight: calculateWeightForBeam('W10x22', 20) }, { label: 'W12x26 (20ft)', weight: calculateWeightForBeam('W12x26', 20) }, { label: 'W14x30 (20ft)', weight: calculateWeightForBeam('W14x30', 20) }, { label: 'S8x18.4 (20ft)', weight: calculateWeightForBeam('S8x18.4', 20) } ]); } else { console.error('Chart is not globally available after loading.'); } }; script.onerror = function() { console.error('Failed to load Chart.js library.'); }; document.head.appendChild(script);

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