Calculating Self Weight of Steel Beam

Steel Beam Self Weight Calculator – Calculate Beam Load :root { –primary-color: #004a99; –success-color: #28a745; –background-color: #f8f9fa; –text-color: #333; –border-color: #dee2e6; –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); margin: 0; padding: 0; line-height: 1.6; } .container { max-width: 960px; margin: 20px auto; padding: 20px; background-color: #fff; box-shadow: 0 2px 10px var(–shadow-color); border-radius: 8px; } header { background-color: var(–primary-color); color: #fff; padding: 15px 20px; text-align: center; border-radius: 8px 8px 0 0; margin-bottom: 20px; } header h1 { margin: 0; font-size: 2em; } .calculator-section { margin-bottom: 30px; padding: 20px; border: 1px solid var(–border-color); border-radius: 8px; background-color: #fdfdfd; } .calculator-section h2 { color: var(–primary-color); margin-top: 0; border-bottom: 2px solid var(–primary-color); padding-bottom: 5px; } .loan-calc-container { display: flex; flex-direction: column; gap: 15px; } .input-group { display: flex; flex-direction: column; gap: 5px; } .input-group label { font-weight: bold; color: var(–primary-color); } .input-group input[type="number"], .input-group select { padding: 10px; border: 1px solid var(–border-color); border-radius: 4px; font-size: 1em; width: 100%; box-sizing: border-box; } .input-group input[type="number"]:focus, .input-group select:focus { outline: none; border-color: var(–primary-color); box-shadow: 0 0 5px rgba(0, 74, 153, 0.3); } .input-group .helper-text { font-size: 0.85em; color: #6c757d; margin-top: 3px; } .error-message { color: #dc3545; font-size: 0.85em; margin-top: 5px; display: none; /* Hidden by default */ } .button-group { display: flex; gap: 10px; margin-top: 20px; justify-content: center; flex-wrap: wrap; } button { padding: 10px 20px; border: none; border-radius: 5px; cursor: pointer; font-size: 1em; transition: background-color 0.3s ease; font-weight: bold; } .btn-calculate { background-color: var(–primary-color); color: white; } .btn-calculate:hover { background-color: #003b7e; } .btn-reset, .btn-copy { background-color: #6c757d; color: white; } .btn-reset:hover, .btn-copy:hover { background-color: #5a6268; } #results { margin-top: 25px; padding: 20px; border: 1px solid var(–primary-color); border-radius: 8px; background-color: #eef7ff; text-align: center; display: none; /* Hidden by default */ } #results h3 { color: var(–primary-color); margin-top: 0; } .primary-result { font-size: 2em; font-weight: bold; color: var(–success-color); margin: 10px 0; padding: 10px; background-color: #fff; border: 1px dashed var(–success-color); border-radius: 5px; } .intermediate-results, .formula-explanation { margin-top: 15px; font-size: 0.95em; } .intermediate-results p, .formula-explanation p { margin: 5px 0; } .chart-container { margin-top: 30px; padding: 20px; border: 1px solid var(–border-color); border-radius: 8px; background-color: #fff; } .chart-container h3 { color: var(–primary-color); text-align: center; margin-top: 0; } canvas { display: block; margin: 15px auto; max-width: 100%; height: auto !important; /* Ensure canvas scales properly */ } table { width: 100%; border-collapse: collapse; margin-top: 15px; font-size: 0.9em; } th, td { border: 1px solid var(–border-color); padding: 8px; text-align: center; } th { background-color: var(–primary-color); color: white; font-weight: bold; } tr:nth-child(even) { background-color: #f2f2f2; } caption { font-size: 1.1em; font-weight: bold; color: var(–primary-color); margin-bottom: 10px; text-align: left; } .article-section { margin-bottom: 40px; padding: 20px; border: 1px solid var(–border-color); border-radius: 8px; background-color: #fff; } .article-section h2 { color: var(–primary-color); border-bottom: 2px solid var(–primary-color); padding-bottom: 5px; margin-top: 0; } .article-section h3 { color: #0056b3; margin-top: 20px; } .article-section p { margin-bottom: 15px; } .faq-list, .related-links { list-style: none; padding: 0; } .faq-list li, .related-links li { margin-bottom: 15px; padding: 10px; border: 1px dashed var(–border-color); border-radius: 4px; background-color: #f8f9fa; } .faq-list li strong { color: var(–primary-color); } .related-links a { color: var(–primary-color); text-decoration: none; font-weight: bold; } .related-links a:hover { text-decoration: underline; } .related-links p { margin: 5px 0 0 0; font-size: 0.9em; color: #6c757d; } .copy-feedback { display: none; margin-top: 10px; color: var(–success-color); font-weight: bold; } .mobile-only { display: block; text-align: center; margin-bottom: 15px; font-style: italic; color: #6c757d; } @media (min-width: 768px) { .container { padding: 30px; } .mobile-only { display: none; } }

Steel Beam Self Weight Calculator

Accurately calculate the self weight of steel beams for your construction and engineering projects.

Steel Beam Self Weight Calculator

–Select Beam Type– W10x30 W12x40 W14x53 W16x50 W18x55 W24x76 S8x18.4 S10x25.4 C6x8.2 C8x11.5 L3x3x0.25 L4x4x0.375 Custom Select a standard steel beam profile or choose 'Custom'.
Enter the cross-sectional area in square inches (in²).
Density of steel (typically 490 lb/ft³).
Enter the length of the steel beam in feet (ft).
Results copied successfully!

Calculation Results

Beam Type:

Length: ft

Cross-Sectional Area (A): in²

Material Density (ρ): lb/ft³

Total Volume (V): ft³

Formula Used:

Self Weight = Volume × Density

Where Volume = (Area in ft²) × Length in ft

Note: Area is converted from in² to ft² by dividing by 144 (since 1 ft = 12 in, 1 ft² = 144 in²).

Self Weight vs. Beam Length

Weight of Steel Beam at Varying Lengths

Steel Beam Weight Data Table

Beam Type Area (in²) Weight per Foot (lb/ft) Approx. Density (lb/ft³)
W10x308.8230.0490
W12x4011.840.0490
W14x5315.653.0490
W16x5014.750.0490
W18x5516.255.0490
W24x7622.476.0490
S8x18.45.4318.4490
S10x25.47.4425.4490
C6x8.22.418.2490
C8x11.53.3811.5490
L3x3x0.251.444.89490
L4x4x0.3752.789.45490
Standard Steel Beam Properties

What is Steel Beam Self Weight?

Steel beam self weight refers to the intrinsic weight of a steel beam itself, without any additional applied loads. This calculation is fundamental in structural engineering and construction for determining the total load a beam will carry. Understanding the self weight is crucial for accurate structural design, ensuring that beams are adequately sized and supported to safely bear their own weight plus any superimposed dead and live loads. It's a primary component in calculating the overall structural capacity and stability of buildings, bridges, and other constructions.

Who Should Use It?

This calculator is an invaluable tool for:

  • Structural Engineers: To accurately determine the dead load component of a beam.
  • Architects: For preliminary design considerations and load estimations.
  • Construction Managers: To plan for material handling, transportation, and erection.
  • Fabricators: For quoting and material management.
  • Students and Educators: For learning and understanding structural mechanics principles.

Common Misconceptions

A common misconception is that the self weight of a beam is negligible compared to live loads. While this might be true for very short spans or specific applications, for longer spans or heavily loaded structures, the beam's self weight can constitute a significant portion of the total load. Another misconception is that all steel beams of the same "nominal" size weigh the same; however, there can be slight variations in weight per foot even within the same designation due to manufacturing tolerances and specific steel grades.

Steel Beam Self Weight Formula and Mathematical Explanation

The calculation of a steel beam's self weight is based on its volume and the density of the steel material. The formula is straightforward but requires careful attention to units.

The Core Formula:

Self Weight = Volume × Density

To apply this, we first need to determine the volume of the beam. Since beams are typically long and relatively uniform in cross-section, we can calculate the volume as:

Volume = Cross-Sectional Area × Length

Combining these, we get:

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

Variable Explanations and Unit Conversion:

The key variables and their units are critical for accurate calculations:

  • Cross-Sectional Area (A): This is the area of the beam's end profile. It's typically given in square inches (in²) for standard steel sections. To use it in the volume calculation (which often uses cubic feet), it must be converted to square feet (ft²). Since 1 foot = 12 inches, 1 square foot = 12 in × 12 in = 144 in². Therefore, Area (ft²) = Area (in²) / 144.
  • Length (L): This is the length of the beam, usually measured in feet (ft) in structural applications.
  • Volume (V): Calculated by multiplying the area (in ft²) by the length (in ft), resulting in cubic feet (ft³). V = (A / 144) × L.
  • Density (ρ): The mass per unit volume of the material. For steel, a common approximate value is 490 pounds per cubic foot (lb/ft³). This value can vary slightly depending on the specific alloy, but 490 lb/ft³ is a widely accepted standard for structural steel calculations.

Variables Table:

Steel Beam Weight Calculation Variables
Variable Meaning Unit Typical Range/Value
A (Cross-Sectional Area)Area of the beam's end profilein²Varies (e.g., 2.41 in² for C6x8.2 to 22.4 in² for W24x76)
A_ft² (Area in ft²)Cross-sectional area converted to square feetft²A / 144
L (Length)Length of the beamft0.1 ft to 1000 ft
V (Volume)Total volume of the beamft³Calculated (e.g., 1.04 ft³ for W10x30 @ 20ft)
ρ (Density)Density of steel materiallb/ft³~490 lb/ft³
Self WeightTotal weight of the beamlbCalculated (e.g., 510 lb for W10x30 @ 20ft)

Practical Examples (Real-World Use Cases)

Let's explore some practical scenarios for calculating steel beam self weight:

Example 1: Calculating the weight of a W12x40 beam for a residential floor joist.

Scenario: An architect is designing a residential building and needs to determine the self weight of a W12x40 steel beam spanning 18 feet, intended to act as a main floor joist.

Inputs:

  • Beam Type: W12x40
  • Beam Length (L): 18 ft

Calculation Steps:

  1. Look up properties for W12x40: Cross-Sectional Area (A) = 11.8 in².
  2. Convert Area to square feet: A_ft² = 11.8 in² / 144 in²/ft² ≈ 0.0819 ft².
  3. Calculate Volume: V = 0.0819 ft² × 18 ft ≈ 1.475 ft³.
  4. Calculate Self Weight: Self Weight = 1.475 ft³ × 490 lb/ft³ ≈ 722.75 lb.

Result Interpretation: The W12x40 steel beam, 18 feet long, weighs approximately 722.75 pounds. This weight must be included in the total dead load calculations for the floor system, influencing the design of supporting columns and foundations.

Example 2: Estimating the weight of a custom steel channel for an industrial platform.

Scenario: An engineer is designing a small industrial platform using a custom steel channel. The channel has a cross-sectional area of 4.50 in² and needs to be 10 feet long. The standard steel density of 490 lb/ft³ will be used.

Inputs:

  • Beam Type: Custom
  • Cross-Sectional Area (A): 4.50 in²
  • Beam Length (L): 10 ft
  • Material Density (ρ): 490 lb/ft³

Calculation Steps:

  1. Convert Area to square feet: A_ft² = 4.50 in² / 144 in²/ft² = 0.03125 ft².
  2. Calculate Volume: V = 0.03125 ft² × 10 ft = 0.3125 ft³.
  3. Calculate Self Weight: Self Weight = 0.3125 ft³ × 490 lb/ft³ = 153.125 lb.

Result Interpretation: The custom steel channel, measuring 10 feet with a 4.50 in² area, weighs approximately 153.13 pounds. This value is essential for determining the load on the supports for the industrial platform.

How to Use This Steel Beam Self Weight Calculator

Our Steel Beam Self Weight Calculator is designed for simplicity and accuracy. Follow these steps to get your results:

  1. Select Beam Type: From the dropdown menu, choose a standard steel beam profile (e.g., W10x30, S8x18.4). If you are using a custom profile, select 'Custom'.
  2. Enter Custom Properties (if applicable): If you selected 'Custom', you will need to input the Cross-Sectional Area (A) in square inches (in²) and the Material Density (ρ) in pounds per cubic foot (lb/ft³). The default density is set to 490 lb/ft³, a common value for steel.
  3. Input Beam Length: Enter the total length of the steel beam in feet (ft).
  4. Validate Inputs: Ensure all entered values are positive numbers. The calculator provides real-time inline validation to help you correct any errors. Helper text is provided below each field for guidance.
  5. Calculate: Click the 'Calculate' button. The results will appear below the calculator.

How to Read Results:

  • Primary Result: This is the calculated total self weight of the steel beam in pounds (lb).
  • Intermediate Values: You'll see the selected Beam Type, Length, Cross-Sectional Area (in both in² and ft²), Density, and the calculated Volume (ft³).
  • Formula Explanation: A clear breakdown of how the self weight was calculated is provided.
  • Chart: The dynamic chart visualizes how the beam's weight changes with length for the selected beam type or a custom profile.
  • Data Table: This table lists the properties (Area, Weight per Foot) for common steel beam types.

Decision-Making Guidance:

The calculated self weight is a critical piece of data for:

  • Load Analysis: Add this weight to other dead loads (e.g., flooring, roofing) and live loads (occupancy) to get the total load on the beam and its supports.
  • Structural Integrity: Ensure the beam's capacity exceeds the total calculated load.
  • Material Handling: The weight is essential for planning lifting equipment, transportation, and manpower requirements.
  • Cost Estimation: While not directly calculating cost, the weight is a factor in material cost and transportation expenses.
Use the 'Copy Results' button to easily transfer the calculated data for your reports or further analysis.

Key Factors That Affect Steel Beam Self Weight Results

While the formula for steel beam self weight is direct (Volume x Density), several factors influence the accuracy and context of the result:

  1. Beam Profile and Dimensions: This is the most significant factor. Different steel sections (W-shapes, S-shapes, Channels, Angles) have vastly different cross-sectional areas, even if they share a similar nominal depth or designation. A wider flange or thicker web directly increases the cross-sectional area, leading to higher volume and weight. The precision of these dimensions is key.
  2. Beam Length: Directly proportional to the self weight. A longer beam inherently has more volume and thus weighs more. Accurate measurement of the span or required length is crucial.
  3. Steel Density (Material Properties): While typically standardized around 490 lb/ft³ for structural steel, slight variations can occur due to different steel alloys and manufacturing processes. Using the correct density for the specific steel grade specified in the project is important for high-precision calculations. For most standard engineering purposes, 490 lb/ft³ is sufficient.
  4. Manufacturing Tolerances: Steel sections are manufactured to specific standards (e.g., ASTM A6/A6M), which allow for minor variations in dimensions. These tolerances can lead to slight deviations in the actual cross-sectional area and, consequently, the self weight compared to theoretical values. For critical applications, it's best to use the manufacturer's published weight per foot.
  5. Unit Consistency: Errors often arise from inconsistent units. For instance, using area in square inches directly with length in feet without converting the area to square feet will yield an incorrect volume (144 times larger). Meticulous unit tracking is vital.
  6. Coatings and Fireproofing: The calculated self weight typically refers to the bare steel beam. However, in many applications, beams are coated with paint, galvanization, or fireproofing materials. These additions increase the overall weight. If these are significant, their weight should be estimated and added to the beam's self weight for a more complete load calculation.

Frequently Asked Questions (FAQ)

  • Q1: What is the standard density of steel used for these calculations?
    A: The standard approximate density of structural steel is 490 pounds per cubic foot (lb/ft³). This value is commonly used unless a specific steel alloy with a different density is known.
  • Q2: Does the calculator account for built-up sections or complex shapes?
    A: This calculator primarily works with standard rolled steel shapes and custom profiles defined by a single cross-sectional area. For complex built-up sections (e.g., box girders made of multiple plates), you would need to calculate the total cross-sectional area of all components and input that value if using the 'Custom' option.
  • Q3: Why is the self weight of a steel beam important?
    A: The self weight is a fundamental part of the 'dead load' in structural design. Accurately accounting for it ensures that the beam and its supporting elements (columns, foundations) are designed to safely handle the total anticipated load. Neglecting it can lead to under-design and potential structural failure.
  • Q4: How accurate are the results for standard beam types?
    A: The results for standard beam types are based on published data for their nominal cross-sectional areas and the standard steel density. They are generally very accurate for design purposes. For highly critical applications, consulting manufacturer-specific weight tables might be necessary due to manufacturing tolerances.
  • Q5: What if my beam length is in meters or inches?
    A: This calculator requires the beam length to be entered in feet (ft). If your measurement is in meters, convert meters to feet (1 meter ≈ 3.28084 feet). If it's in inches, divide by 12 to get feet (e.g., 24 inches = 2 feet). Similarly, the area must be in square inches (in²).
  • Q6: Can I use this calculator for other metals like aluminum or iron?
    A: You can use this calculator for other metals if you input their specific density value (e.g., aluminum is about 165 lb/ft³, cast iron is about 450 lb/ft³) and the cross-sectional area of the beam. Select 'Custom' and enter the correct density.
  • Q7: What does "Weight per Foot" mean in the table?
    A: "Weight per Foot" (often denoted as lb/ft) is a standard way steel beams are listed. It represents the weight of a one-foot length of that specific beam section. It's derived from (Area in ft²) * (Density in lb/ft³). For example, a W10x30 means it weighs approximately 30 lb per linear foot.
  • Q8: Does the calculator consider factors like deflection or bending stress?
    A: No, this calculator is specifically for determining the *self weight* (mass) of the steel beam. It does not perform structural analysis calculations like deflection, bending stress, shear stress, or load capacity. Those require more advanced engineering software and analysis.

Related Tools and Internal Resources

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var beamProperties = { "W10x30": {"area": 8.82, "weight_per_foot": 30.0}, "W12x40": {"area": 11.8, "weight_per_foot": 40.0}, "W14x53": {"area": 15.6, "weight_per_foot": 53.0}, "W16x50": {"area": 14.7, "weight_per_foot": 50.0}, "W18x55": {"area": 16.2, "weight_per_foot": 55.0}, "W24x76": {"area": 22.4, "weight_per_foot": 76.0}, "S8x18.4": {"area": 5.43, "weight_per_foot": 18.4}, "S10x25.4": {"area": 7.44, "weight_per_foot": 25.4}, "C6x8.2": {"area": 2.41, "weight_per_foot": 8.2}, "C8x11.5": {"area": 3.38, "weight_per_foot": 11.5}, "L3x3x0.25": {"area": 1.44, "weight_per_foot": 4.89}, "L4x4x0.375": {"area": 2.78, "weight_per_foot": 9.45} }; var selectedBeamType = ""; var currentChart = null; function updateBeamProperties() { var selectElement = document.getElementById("beamType"); selectedBeamType = selectElement.value; var customInputsDiv = document.getElementById("customBeamInputs"); if (selectedBeamType === "Custom") { customInputsDiv.style.display = "flex"; // Changed to flex for better layout customInputsDiv.style.flexDirection = "column"; customInputsDiv.style.gap = "15px"; document.getElementById("customSectionArea").value = ""; document.getElementById("customDensity").value = "490"; } else { customInputsDiv.style.display = "none"; if (selectedBeamType && beamProperties[selectedBeamType]) { document.getElementById("customSectionArea").value = beamProperties[selectedBeamType].area; document.getElementById("customDensity").value = "490"; // Reset to default for consistency } else { document.getElementById("customSectionArea").value = ""; document.getElementById("customDensity").value = "490"; } } // Trigger calculation to update chart and potentially results display if inputs are already filled calculateSelfWeight(); } function validateInput(inputElement, min, max, errorId) { var errorElement = document.getElementById(errorId); var value = parseFloat(inputElement.value); if (isNaN(value)) { errorElement.textContent = "Please enter a valid number."; errorElement.style.display = "block"; inputElement.style.borderColor = "#dc3545"; return false; } else if (value max) { errorElement.textContent = "Value is too large (max: " + max + ")."; errorElement.style.display = "block"; inputElement.style.borderColor = "#dc3545"; return false; } else { errorElement.textContent = ""; errorElement.style.display = "none"; inputElement.style.borderColor = "#ced4da"; // Reset border color return true; } } function getInputValue(id, defaultValue) { var element = document.getElementById(id); if (!element || element.value === "") { return defaultValue; } return parseFloat(element.value); } function calculateSelfWeight() { var resultsDiv = document.getElementById("results"); resultsDiv.style.display = "none"; var beamTypeSelect = document.getElementById("beamType"); var currentBeamType = beamTypeSelect.value; var area_in2 = 0; var density = 490; // Default density var isValid = true; // Validate and get Area and Density if (currentBeamType === "Custom") { area_in2 = getInputValue("customSectionArea", 0); if (!validateInput(document.getElementById("customSectionArea"), 0.01, 1000, "customSectionAreaError")) isValid = false; density = getInputValue("customDensity", 490); if (!validateInput(document.getElementById("customDensity"), 1, 10000, "customDensityError")) isValid = false; } else if (currentBeamType && beamProperties[currentBeamType]) { area_in2 = beamProperties[currentBeamType].area; density = 490; // Standard density for selected types } else { document.getElementById("beamTypeError").textContent = "Please select a valid beam type."; document.getElementById("beamTypeError").style.display = "block"; isValid = false; } var length_ft = getInputValue("beamLength", 0); if (!validateInput(document.getElementById("beamLength"), 0.1, 1000, "beamLengthError")) isValid = false; if (!isValid) { return; // Stop if any input is invalid } // Proceed with calculation if inputs are valid var area_ft2 = area_in2 / 144; var volume_ft3 = area_ft2 * length_ft; var selfWeight_lb = volume_ft3 * density; // Display results document.getElementById("resultBeamType").textContent = currentBeamType === "Custom" ? "Custom" : currentBeamType; document.getElementById("resultLength").textContent = length_ft.toFixed(2); document.getElementById("resultArea").textContent = area_in2.toFixed(2); document.getElementById("resultDensity").textContent = density.toFixed(0); document.getElementById("resultVolume").textContent = volume_ft3.toFixed(3); document.getElementById("primaryResult").textContent = selfWeight_lb.toFixed(2) + " lb"; resultsDiv.style.display = "block"; // Update Chart updateChart(length_ft, selfWeight_lb, currentBeamType, area_in2, density); } function resetCalculator() { document.getElementById("beamType").value = ""; document.getElementById("customSectionArea").value = ""; document.getElementById("customDensity").value = "490"; document.getElementById("beamLength").value = ""; document.getElementById("beamTypeError").style.display = "none"; document.getElementById("customSectionAreaError").style.display = "none"; document.getElementById("customDensityError").style.display = "none"; document.getElementById("beamLengthError").style.display = "none"; document.getElementById("results").style.display = "none"; document.getElementById("copyFeedback").style.display = "none"; if (currentChart) { currentChart.destroy(); currentChart = null; } var canvas = document.getElementById('weightLengthChart'); var ctx = canvas.getContext('2d'); ctx.clearRect(0, 0, canvas.width, canvas.height); updateBeamProperties(); // Reset custom input visibility } function copyResults() { var primaryResult = document.getElementById("primaryResult").textContent; var resultBeamType = document.getElementById("resultBeamType").textContent; var resultLength = document.getElementById("resultLength").textContent; var resultArea = document.getElementById("resultArea").textContent; var resultDensity = document.getElementById("resultDensity").textContent; var resultVolume = document.getElementById("resultVolume").textContent; var assumptions = "Key Assumptions:\n"; if (resultBeamType === "Custom") { assumptions += "- Beam Type: Custom\n"; assumptions += "- Cross-Sectional Area: " + resultArea + " in²\n"; assumptions += "- Material Density: " + resultDensity + " lb/ft³\n"; } else { assumptions += "- Beam Type: " + resultBeamType + "\n"; assumptions += "- Material Density: " + resultDensity + " lb/ft³ (Standard)\n"; } assumptions += "- Beam Length: " + resultLength + " ft\n"; var textToCopy = "Steel Beam Self Weight Calculation Results:\n\n" + "Total Self Weight: " + primaryResult + "\n\n" + "Details:\n" + "- Beam Type: " + resultBeamType + "\n" + "- Length: " + resultLength + " ft\n" + "- Cross-Sectional Area: " + resultArea + " in²\n" + "- Volume: " + resultVolume + " ft³\n\n" + assumptions; // Use temporary textarea for copying var textArea = document.createElement("textarea"); textArea.value = textToCopy; textArea.style.position = "fixed"; 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.'; var feedbackElement = document.getElementById("copyFeedback"); feedbackElement.textContent = msg; feedbackElement.style.display = "block"; setTimeout(function() { feedbackElement.style.display = "none"; }, 3000); } catch (err) { console.error('Unable to copy', err); var feedbackElement = document.getElementById("copyFeedback"); feedbackElement.textContent = 'Copying failed. Please copy manually.'; feedbackElement.style.display = "block"; setTimeout(function() { feedbackElement.style.display = "none"; }, 3000); } document.body.removeChild(textArea); } function updateChart(currentLength, currentWeight, beamType, area_in2, density) { var canvas = document.getElementById('weightLengthChart'); var ctx = canvas.getContext('2d'); // Clear previous chart if it exists if (currentChart) { currentChart.destroy(); } // Generate data points for the chart (e.g., length from 0 to 50 ft) var maxChartLength = 50; // Max length to display on chart var step = maxChartLength / 10; // 10 data points var chartDataPoints = []; var calculatedArea_ft2 = area_in2 / 144; for (var i = 0; i <= 10; i++) { var length = i * step; var weight = calculatedArea_ft2 * length * density; chartDataPoints.push({ x: length, y: weight }); } // Add the current calculation point chartDataPoints.push({ x: currentLength, y: currentWeight }); chartDataPoints.sort(function(a, b) { return a.x – b.x; }); // Sort by x value var datasetLabel = beamType === "Custom" ? "Custom Beam" : beamType; if (beamType !== "Custom" && beamProperties[beamType]) { datasetLabel += " (A=" + beamProperties[beamType].area + " in²)"; } else if (beamType === "Custom") { datasetLabel += " (A=" + area_in2.toFixed(2) + " in²)"; } currentChart = new Chart(ctx, { type: 'line', data: { datasets: [{ label: datasetLabel, data: chartDataPoints, 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: 'Beam Length (ft)' }, ticks: { beginAtZero: true } }, y: { title: { display: true, labelString: 'Self Weight (lb)' }, ticks: { beginAtZero: true, callback: function(value) { if (value % 100 === 0) { // Show ticks every 100 lbs return value; } return null; // Hide intermediate ticks } } } }, 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) + ' lb (at ' + context.parsed.x.toFixed(1) + ' ft)'; } return label; } } } } } }); } // Initialize chart context and potentially default calculation on load window.onload = function() { var canvas = document.getElementById('weightLengthChart'); var ctx = canvas.getContext('2d'); // Set a default size for the canvas initially if needed, or rely on CSS canvas.width = 600; // Default width canvas.height = 300; // Default height // Set current year for footer document.getElementById('currentYear').textContent = new Date().getFullYear(); // Optionally, perform a default calculation or set default inputs // For example, to show a chart for a specific beam type on load: // document.getElementById("beamType").value = "W10x30"; // document.getElementById("beamLength").value = "20"; // updateBeamProperties(); // Update custom visibility if needed // calculateSelfWeight(); }; // Re-initialize chart on resize window.addEventListener('resize', function() { if (currentChart) { // Re-render chart if needed, or rely on responsive=true // For now, assume responsive: true handles it. If not, destroy and recreate. } });

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