Calculating Florida I Beam Weights

Florida I-Beam Weight Calculator: Calculate Beam Loads Accurately :root { –primary-color: #004a99; –success-color: #28a745; –background-color: #f8f9fa; –text-color: #333; –border-color: #ccc; –card-background: #ffffff; –shadow: 0 4px 8px 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: 1000px; margin: 20px auto; padding: 20px; background-color: var(–card-background); border-radius: 8px; box-shadow: var(–shadow); } header { background-color: var(–primary-color); color: white; padding: 20px 0; text-align: center; margin-bottom: 20px; border-radius: 8px 8px 0 0; } header h1 { margin: 0; font-size: 2.2em; font-weight: 600; } .calculator-section { margin-bottom: 40px; padding: 30px; border: 1px solid var(–border-color); border-radius: 8px; background-color: var(–card-background); box-shadow: var(–shadow); } .calculator-section h2 { color: var(–primary-color); 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Florida I-Beam Weight Calculator

Calculate Florida I-Beam Weight

Enter the specifications of your I-beam to calculate its weight per linear foot. This is crucial for structural design, material estimation, and transportation logistics in Florida construction projects.

Use standard designations found in AISC or manufacturer data.
Enter the total length of the I-beam in feet.
Typical steel density is approximately 0.283 lb/in³.

Calculation Results

Total Beam Weight pounds
Weight Per Linear Foot lb/ft
Beam Cross-Sectional Area in²
Beam Cross-Sectional Volume in³ per linear foot
Formula Used:

Weight per linear foot = (Beam Cross-Sectional Area) * (Material Density) * (12 inches/foot)

Total Beam Weight = (Weight per linear foot) * (Length in feet)

Weight vs. Length for W12x26

Visualizing how total weight changes with beam length for a specific I-beam type.

Common Florida I-Beam Weights

I-Beam Designation Weight (lb/ft) Typical Application
W8x31 31.0 Residential beams, purlins
W10x33 33.0 Light commercial, joists
W12x26 26.0 Standard beams, columns
W14x53 53.0 Heavy commercial, primary supports
W16x67 67.0 Industrial, bridge components

A reference table for commonly used I-beam weights in Florida construction.

What is Florida I-Beam Weight Calculation?

The calculation of Florida I-beam weight is a fundamental engineering process used in the construction industry, particularly relevant in Florida's diverse building environment. An I-beam, also known as a wide-flange beam, is a structural steel shape characterized by its 'I' or 'H' cross-section. Its design makes it highly efficient for carrying loads, resisting bending forces, and providing vertical support. In Florida, where structures must withstand unique environmental factors like hurricanes and corrosive coastal conditions, accurate structural calculations, including beam weight, are paramount for safety and longevity.

Who should use it? This calculator is essential for structural engineers, architects, contractors, fabricators, material suppliers, and project managers involved in Florida-based construction projects. It helps in:

  • Estimating material quantities for procurement.
  • Determining transportation and rigging requirements.
  • Verifying structural integrity and load-bearing capacities.
  • Ensuring compliance with building codes and specifications.
  • Performing cost estimations and budgeting.

Common Misconceptions:

  • "All I-beams of the same depth are the same weight." This is false. I-beams are categorized by their nominal depth and weight per foot (e.g., W12x26 means a 12-inch nominal depth, weighing 26 lbs per foot). Different designations with the same depth can have significantly different weights due to variations in flange thickness and width.
  • "Beam weight only matters for strength." While crucial for structural capacity, beam weight also dictates logistics: heavier beams require more robust lifting equipment and can increase transportation costs.
  • "Standard steel density applies everywhere." While 0.283 lb/in³ is standard for steel, variations in alloys or specific manufacturing processes might cause minor deviations, though typically negligible for standard calculations.

Florida I-Beam Weight Formula and Mathematical Explanation

The weight of an I-beam is determined by its cross-sectional geometry, its length, and the density of the material it's made from (typically steel). The process involves calculating the volume of the beam and then multiplying it by the material's density.

The standard formula for calculating the weight per linear foot of an I-beam is:

Weight per linear foot = Cross-Sectional Area × Material Density × 12

Where:

  • Cross-Sectional Area (A): This is the area of the I-beam's shape in square inches (in²). It's derived from the dimensions of the beam's flanges (top and bottom horizontal parts) and its web (the vertical connecting part). Standard engineering tables (like those from AISC) provide this value for each specific I-beam designation (e.g., W12x26).
  • Material Density (ρ): This is the weight of the material per unit volume, typically expressed in pounds per cubic inch (lb/in³). For structural steel, this is commonly taken as approximately 0.283 lb/in³.
  • 12: This is a conversion factor because we want the weight per linear *foot*, and the cross-sectional area is in square *inches*. Therefore, the volume of a 1-foot length is Area (in²) × 12 in.

To find the Total Beam Weight, you multiply the weight per linear foot by the total length of the beam in feet:

Total Beam Weight = Weight per linear foot × Length (feet)

Variables and Typical Values

Variable Meaning Unit Typical Range/Value
Beam Designation Standard identifier (e.g., W12x26) specifying depth and weight per foot. N/A W8, W10, W12, W14, etc.
Cross-Sectional Area (A) The area of the I-beam's 'I' shape. in² Varies significantly (e.g., 7.67 in² for W12x26)
Material Density (ρ) Weight of the material per unit volume. lb/in³ ~0.283 (for structural steel)
Length Total length of the I-beam. feet 1 to 100+
Weight per linear foot The calculated weight of the beam for each foot of its length. lb/ft Depends on designation (e.g., 26.0 lb/ft for W12x26)
Total Beam Weight The total weight of the entire beam. pounds (lbs) Length × Weight per linear foot

Practical Examples (Real-World Use Cases)

Accurate weight calculations are vital for project planning and execution in Florida.

Example 1: Estimating Material for a Residential Patio Cover Beam

Scenario: A contractor in Tampa needs to design a patio cover for a home. They plan to use a standard W8x31 I-beam, 16 feet long, as the main support spanning between two posts.

Inputs:

  • I-Beam Designation: W8x31
  • Length: 16 feet
  • Material Density: 0.283 lb/in³

Calculation Steps:

  1. Look up the cross-sectional area for a W8x31 beam. From AISC tables, A = 9.11 in².
  2. Calculate weight per linear foot: 9.11 in² × 0.283 lb/in³ × 12 in/ft = 31.0 lb/ft. (Note: This matches the '31' in W8x31, which is a common convention).
  3. Calculate total weight: 31.0 lb/ft × 16 ft = 496 lbs.

Results Interpretation: The 16-foot W8x31 beam will weigh approximately 496 pounds. This information is crucial for selecting appropriate footings, ordering the correct material, and ensuring the crane or lifting equipment used can handle this weight safely.

Example 2: Logistics Planning for a Commercial Building Beam

Scenario: An engineer in Miami is designing a small commercial building and needs to specify two W14x53 I-beams, each 40 feet long, for the main roof support structure.

Inputs:

  • I-Beam Designation: W14x53
  • Length: 40 feet
  • Material Density: 0.283 lb/in³

Calculation Steps:

  1. Look up the cross-sectional area for a W14x53 beam. From AISC tables, A = 15.6 in².
  2. Calculate weight per linear foot: 15.6 in² × 0.283 lb/in³ × 12 in/ft = 53.0 lb/ft. (Matches the '53' in W14x53).
  3. Calculate total weight per beam: 53.0 lb/ft × 40 ft = 2120 lbs.
  4. Calculate total weight for both beams: 2120 lbs/beam × 2 beams = 4240 lbs.

Results Interpretation: Each 40-foot W14x53 beam weighs 2120 lbs. The total steel weight for these two main beams is 4240 lbs. This significant weight impacts the selection of heavy-duty lifting equipment (like a large crane), the design of crane access routes on the construction site in Miami, and the coordination with transportation companies capable of delivering these long, heavy sections.

How to Use This Florida I-Beam Weight Calculator

Our calculator is designed for ease of use, providing quick and accurate results for your construction planning needs in Florida.

  1. Enter I-Beam Designation: Type the standard designation for the I-beam you are using (e.g., "W12x26", "S8x18.4"). If you are unsure, consult an engineer or steel supplier.
  2. Input Length: Enter the total length of the I-beam in feet.
  3. Specify Material Density: The calculator defaults to the standard density for steel (0.283 lb/in³). Adjust this value only if you are using a non-standard steel alloy or different material.
  4. Click 'Calculate Weight': The calculator will instantly update the results section.

How to Read Results:

  • Total Beam Weight: This is the overall weight of the I-beam you specified, in pounds. Essential for lifting and logistics.
  • Weight Per Linear Foot: This value indicates how much each foot of the beam weighs. It's a key specification for engineers and matches the second number in standard I-beam designations (e.g., W12x26).
  • Beam Cross-Sectional Area: The area of the beam's profile in square inches. This is often used in structural engineering calculations for stress and load capacity.
  • Beam Cross-Sectional Volume: The volume occupied by one linear foot of the beam (in cubic inches). Used in conjunction with density to derive weight per foot.

Decision-Making Guidance: Use the results to confirm material orders, plan crane and rigging requirements, verify structural calculations, and ensure your project stays on budget and schedule. Comparing the 'Weight Per Linear Foot' against the beam designation helps confirm you've entered the correct beam type.

Key Factors That Affect Florida I-Beam Weight Results

While the calculation itself is straightforward, several factors influence the practical application and interpretation of I-beam weights in Florida projects:

  1. I-Beam Designation Accuracy: This is the most critical input. Using the wrong designation (e.g., W12x26 instead of W12x35) will lead to incorrect weight calculations. Always double-check against structural drawings or material specifications.
  2. Length Tolerance: While calculations use exact lengths, actual beams might have slight variations. For most purposes, standard lengths are precise enough, but for extremely critical applications, accounting for minor manufacturing tolerances might be necessary.
  3. Material Density Variations: Although 0.283 lb/in³ is standard for steel, slight variations in alloy composition or temperature can marginally affect density. For typical construction in Florida, this variation is usually negligible.
  4. Surface Coatings and Treatments: In Florida's corrosive environment, beams are often coated (e.g., galvanized, painted). These coatings add a small amount of weight, which is usually not included in standard I-beam weight calculations but should be considered for large quantities or highly sensitive projects.
  5. Connection Details: While not affecting the beam's weight itself, how beams are connected (welds, bolts) influences the overall structural load and handling requirements. The weight calculation is just one piece of the puzzle.
  6. Environmental Load Considerations (Florida Specific): While not directly affecting the *weight* calculation, the calculated weight is a crucial input for engineers determining how the beam will handle Florida-specific loads like high winds, seismic activity, and standard dead/live loads. A heavier beam might be chosen for increased stiffness or load capacity, even if a lighter one could theoretically suffice for dead load alone.
  7. Structural Efficiency: Engineers select I-beams not just based on weight, but on their section modulus (resistance to bending) and moment of inertia (resistance to deflection). The weight is a consequence of these efficient structural properties.

Frequently Asked Questions (FAQ)

Q1: What is the difference between a W-beam and an S-beam?

W-beams (Wide Flange) are the most common structural shapes, with parallel flanges. S-beams (American Standard Beams) have tapered flanges and are less common in modern construction. The calculator typically handles W-beams, but the principle applies if you have the correct designation and cross-sectional area.

Q2: Does the calculator account for custom I-beam shapes?

No, this calculator is designed for standard I-beam designations (like those listed by AISC). Custom shapes would require specific geometric data (area, dimensions) not covered by standard designations.

Q3: Why is the weight per foot often part of the I-beam's name (e.g., W12x26)?

This convention is a historical and practical shortcut. The number following the 'x' (e.g., 26) indicates the nominal weight in pounds per linear foot for that specific beam profile. It helps engineers and fabricators quickly identify common sections.

Q4: How accurate is the 0.283 lb/in³ density for steel?

It's a widely accepted standard value for common structural steels (like ASTM A36, A572). Actual density can vary slightly based on specific alloy composition, but for most construction calculations in Florida, this value provides sufficient accuracy.

Q5: Do I need to add the weight of bolts or welds?

No, this calculator determines the weight of the I-beam itself. The weight of connecting elements (bolts, nuts, washers) and weld materials should be calculated separately if needed for total project material estimates.

Q6: Can this calculator be used for beams in other states besides Florida?

Yes, the physical principles and formulas for calculating I-beam weight are universal. However, the context of "Florida I-Beam Weight Calculator" highlights its relevance to construction practices, building codes, and environmental considerations specific to Florida.

Q7: What happens if I input a non-standard beam designation?

The calculator relies on standard designations to look up the cross-sectional area. If you enter an unrecognized designation, it may not calculate correctly or may prompt you to ensure you have entered a standard W, S, HP, or M shape. For such cases, you would need to manually input the cross-sectional area if known.

Q8: How does beam weight affect foundation design in Florida?

The total weight of the I-beam, along with all other structural and non-structural loads, contributes to the overall load that the foundation must support. Heavier beams necessitate stronger, potentially larger or deeper foundations to safely transfer these loads to the soil, especially considering Florida's often sandy or water-table-sensitive soil conditions.
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var commonBeamData = { "W8X31": {"area": 9.11, "weight_per_foot": 31.0}, "W8X35": {"area": 10.3, "weight_per_foot": 35.0}, "W10X33": {"area": 9.72, "weight_per_foot": 33.0}, "W10X45": {"area": 13.2, "weight_per_foot": 45.0}, "W12X26": {"area": 7.67, "weight_per_foot": 26.0}, "W12X40": {"area": 11.8, "weight_per_foot": 40.0}, "W12X53": {"area": 15.6, "weight_per_foot": 53.0}, "W14X53": {"area": 15.6, "weight_per_foot": 53.0}, "W14X74": {"area": 21.8, "weight_per_foot": 74.0}, "W16X67": {"area": 19.7, "weight_per_foot": 67.0}, "W16X89": {"area": 26.2, "weight_per_foot": 89.0}, "W18X50": {"area": 14.7, "weight_per_foot": 50.0}, "W18X71": {"area": 20.9, "weight_per_foot": 71.0}, "W21X57": {"area": 16.8, "weight_per_foot": 57.0}, "W21X82": {"area": 24.1, "weight_per_foot": 82.0}, "W24X68": {"area": 20.0, "weight_per_foot": 68.0}, "W24X100": {"area": 29.4, "weight_per_foot": 100.0} }; var initialValues = {}; function validateInput(id, errorId, min, max) { var input = document.getElementById(id); var errorElement = document.getElementById(errorId); var value = parseFloat(input.value); errorElement.innerText = "; errorElement.classList.remove('visible'); input.style.borderColor = '#ccc'; if (input.value.trim() === ") { errorElement.innerText = 'This field is required.'; errorElement.classList.add('visible'); input.style.borderColor = '#dc3545'; return false; } if (isNaN(value)) { errorElement.innerText = 'Please enter a valid number.'; errorElement.classList.add('visible'); input.style.borderColor = '#dc3545'; return false; } if (id === 'materialDensity' && (value 0.5)) { // Density above 0.5 is highly unusual for metals errorElement.innerText = 'Density should be between 0.01 and 0.5 lb/in³. Typical steel is ~0.283.'; errorElement.classList.add('visible'); input.style.borderColor = '#dc3545'; return false; } if (id === 'lengthFeet' && value <= 0) { errorElement.innerText = 'Length must be a positive value.'; errorElement.classList.add('visible'); input.style.borderColor = '#dc3545'; return false; } if (min !== undefined && value max) { errorElement.innerText = 'Value too high.'; errorElement.classList.add('visible'); input.style.borderColor = '#dc3545'; return false; } return true; } function getBeamData(designation) { var upperDesignation = designation.toUpperCase().trim(); if (commonBeamData[upperDesignation]) { return commonBeamData[upperDesignation]; } // Attempt to parse common formats like W12x26 where weight is explicit var match = upperDesignation.match(/^([A-Z]+)(\d+)[xX](\d+(\.\d+)?)$/); if (match) { var prefix = match[1]; var depth = parseInt(match[2]); var weight = parseFloat(match[3]); // Crude area estimation for non-standard entries based on common ratios if needed. // For simplicity, we'll focus on providing the weight directly if found. // A more robust solution would involve a larger database or complex formulas. if (prefix && depth && !isNaN(weight)) { // If it's a standard prefix and seems like a valid weight, we can return it. // Area estimation here is complex and prone to error without specific section properties. // For this calculator, let's prioritize data we have in commonBeamData. // If not found, we return null and handle the error. return null; } } return null; } function calculateBeamWeight() { var beamTypeInput = document.getElementById('beamType'); var lengthFeetInput = document.getElementById('lengthFeet'); var materialDensityInput = document.getElementById('materialDensity'); var beamTypeError = document.getElementById('beamTypeError'); var lengthFeetError = document.getElementById('lengthFeetError'); var materialDensityError = document.getElementById('materialDensityError'); var isValid = true; isValid = validateInput('beamType', 'beamTypeError') && isValid; isValid = validateInput('lengthFeet', 'lengthFeetError', 0.1) && isValid; // Length must be positive isValid = validateInput('materialDensity', 'materialDensityError', 0.01, 0.5) && isValid; // Density range check if (!isValid) { return; } var beamType = beamTypeInput.value.trim(); var length = parseFloat(lengthFeetInput.value); var density = parseFloat(materialDensityInput.value); var beamData = getBeamData(beamType); var crossSectionalArea = null; var weightPerFoot = null; if (beamData) { crossSectionalArea = beamData.area; weightPerFoot = beamData.weight_per_foot; beamTypeInput.style.borderColor = '#ccc'; // Reset color if valid beamTypeError.innerText = "; beamTypeError.classList.remove('visible'); } else { // Try to manually calculate/estimate if standard data isn't available but input is valid number // This part is tricky as area is not directly derivable from designation alone without tables. // For now, we'll error if not in our lookup. beamTypeError.innerText = 'Standard I-beam designation not found or invalid. Please check format (e.g., W12x26).'; beamTypeError.classList.add('visible'); beamTypeInput.style.borderColor = '#dc3545'; isValid = false; } if (!isValid) return; // Stop if beam data retrieval failed var crossSectionalVolumePerFoot = crossSectionalArea * 12; // in^3 per foot var calculatedWeightPerFoot = crossSectionalArea * density * 12; var totalWeight = calculatedWeightPerFoot * length; // Rounding for display var roundedWeightPerFoot = weightPerFoot !== null ? weightPerFoot.toFixed(1) : calculatedWeightPerFoot.toFixed(1); var roundedTotalWeight = totalWeight.toFixed(1); var roundedArea = crossSectionalArea.toFixed(2); var roundedVolume = crossSectionalVolumePerFoot.toFixed(2); document.getElementById('weightPerFoot').innerText = roundedWeightPerFoot; document.getElementById('totalWeight').innerText = roundedTotalWeight; document.getElementById('crossSectionalArea').innerText = roundedArea; document.getElementById('crossSectionalVolume').innerText = roundedVolume; document.getElementById('chartBeamType').innerText = beamType.toUpperCase(); // Update chart title updateChart(beamType, length, calculatedWeightPerFoot); } function resetCalculator() { document.getElementById('beamType').value = 'W12x26'; document.getElementById('lengthFeet').value = '10'; document.getElementById('materialDensity').value = '0.283'; document.getElementById('beamTypeError').innerText = "; document.getElementById('beamTypeError').classList.remove('visible'); document.getElementById('lengthFeetError').innerText = "; document.getElementById('lengthFeetError').classList.remove('visible'); document.getElementById('materialDensityError').innerText = "; document.getElementById('materialDensityError').classList.remove('visible'); document.getElementById('beamType').style.borderColor = '#ccc'; document.getElementById('lengthFeet').style.borderColor = '#ccc'; document.getElementById('materialDensity').style.borderColor = '#ccc'; document.getElementById('weightPerFoot').innerText = '–'; document.getElementById('totalWeight').innerText = '–'; document.getElementById('crossSectionalArea').innerText = '–'; document.getElementById('crossSectionalVolume').innerText = '–'; document.getElementById('chartBeamType').innerText = 'W12x26'; // Reset chart title // Clear chart var canvas = document.getElementById('weightLengthChart'); var ctx = canvas.getContext('2d'); ctx.clearRect(0, 0, canvas.width, canvas.height); // Optionally call calculate to set initial state visually calculateBeamWeight(); } function copyResults() { var totalWeight = document.getElementById('totalWeight').innerText; var weightPerFoot = document.getElementById('weightPerFoot').innerText; var crossSectionalArea = document.getElementById('crossSectionalArea').innerText; var crossSectionalVolume = document.getElementById('crossSectionalVolume').innerText; var beamType = document.getElementById('beamType').value; var length = document.getElementById('lengthFeet').value; var density = document.getElementById('materialDensity').value; if (totalWeight === '–') { alert("No results to copy yet. Please perform a calculation first."); return; } var resultsText = "I-Beam Weight Calculation Results:\n\n"; resultsText += "————————————\n"; resultsText += "Primary Result:\n"; resultsText += "————————————\n"; resultsText += "Total Beam Weight: " + totalWeight + " pounds\n\n"; resultsText += "————————————\n"; resultsText += "Key Values:\n"; resultsText += "————————————\n"; resultsText += "Weight Per Linear Foot: " + weightPerFoot + " lb/ft\n"; resultsText += "Cross-Sectional Area: " + crossSectionalArea + " in²\n"; resultsText += "Cross-Sectional Volume (per ft): " + crossSectionalVolume + " in³/ft\n\n"; resultsText += "————————————\n"; resultsText += "Assumptions/Inputs:\n"; resultsText += "————————————\n"; resultsText += "I-Beam Designation: " + beamType + "\n"; resultsText += "Length: " + length + " feet\n"; resultsText += "Material Density: " + density + " lb/in³\n"; try { navigator.clipboard.writeText(resultsText).then(function() { alert("Results copied to clipboard!"); }).catch(function(err) { console.error('Failed to copy: ', err); alert("Failed to copy results. Please copy manually."); }); } catch (e) { alert("Clipboard API not available. Please copy manually."); } } // Charting Logic var weightLengthChart = null; function updateChart(beamType, currentLength, currentWeightPerFoot) { var canvas = document.getElementById('weightLengthChart'); var ctx = canvas.getContext('2d'); // Clear previous chart ctx.clearRect(0, 0, canvas.width, canvas.height); var lengths = []; var totalWeights = []; var maxChartLength = currentLength > 0 ? currentLength * 1.5 : 50; // Extend chart range a bit if (maxChartLength < 20) maxChartLength = 20; // Minimum range // Generate data points for the chart for (var i = 1; i 0) { lengths.push(len); totalWeights.push(len * currentWeightPerFoot); } } if (lengths.length === 0) return; // Avoid drawing if no data var maxWeight = totalWeights.length > 0 ? Math.max(…totalWeights) : 1000; var chartHeight = 300; // Fixed height for canvas var chartWidth = canvas.parentElement.clientWidth – 40; // Adjust width dynamically, accounting for padding canvas.width = chartWidth; canvas.height = chartHeight; var scaleY = chartHeight / maxWeight; var scaleX = chartWidth / lengths[lengths.length – 1]; // Draw Axes ctx.beginPath(); ctx.strokeStyle = '#ccc'; ctx.lineWidth = 1; // Y-axis ctx.moveTo(50, 10); ctx.lineTo(50, chartHeight – 30); ctx.stroke(); // X-axis ctx.moveTo(50, chartHeight – 30); ctx.lineTo(chartWidth – 10, chartHeight – 30); ctx.stroke(); // Draw Labels and Ticks ctx.fillStyle = '#333′; ctx.font = '10px Arial'; // Y-axis labels var numYLabels = 5; for (var i = 0; i <= numYLabels; i++) { var value = Math.round(maxWeight / numYLabels * i); var yPos = chartHeight – 30 – (value * scaleY); ctx.fillText(value.toFixed(0), 25, yPos); // Tick mark ctx.beginPath(); ctx.moveTo(45, yPos); ctx.lineTo(50, yPos); ctx.stroke(); } // X-axis labels var numXLabels = 5; for (var i = 0; i 50 && xPos < chartWidth – 10) { // Ensure label is within bounds ctx.fillText(len + ' ft', xPos – 20, chartHeight – 15); // Tick mark ctx.beginPath(); ctx.moveTo(xPos, chartHeight – 30); ctx.lineTo(xPos, chartHeight – 25); ctx.stroke(); } } // Draw Data Series 1: Total Weight ctx.beginPath(); ctx.strokeStyle = 'var(–primary-color)'; ctx.lineWidth = 2; ctx.moveTo(50 + (lengths[0] * scaleX), chartHeight – 30 – (totalWeights[0] * scaleY)); for (var i = 1; i 50 && currentXPos 10 && currentYPos < chartHeight – 30) { ctx.fillStyle = 'var(–success-color)'; ctx.beginPath(); ctx.arc(currentXPos, currentYPos, 5, 0, Math.PI * 2); ctx.fill(); } // Legend ctx.font = '12px Arial'; ctx.fillStyle = '#333'; ctx.fillText('Total Weight (lbs)', 70, 25); ctx.strokeStyle = 'var(–primary-color)'; ctx.lineWidth = 2; ctx.beginPath(); ctx.moveTo(170, 20); ctx.lineTo(210, 20); ctx.stroke(); ctx.fillStyle = '#333'; ctx.fillText('Current Input Point', 230, 20); ctx.fillStyle = 'var(–success-color)'; ctx.beginPath(); ctx.arc(290, 20, 5, 0, Math.PI * 2); ctx.fill(); } // Initial calculation on page load document.addEventListener('DOMContentLoaded', function() { // Store initial values for reset initialValues.beamType = document.getElementById('beamType').value; initialValues.lengthFeet = document.getElementById('lengthFeet').value; initialValues.materialDensity = document.getElementById('materialDensity').value; calculateBeamWeight(); // Add event listeners for input changes to update chart dynamically document.getElementById('beamType').addEventListener('input', calculateBeamWeight); document.getElementById('lengthFeet').addEventListener('input', calculateBeamWeight); document.getElementById('materialDensity').addEventListener('input', calculateBeamWeight); // Initialize FAQ toggles var faqItems = document.querySelectorAll('.faq-item h4'); faqItems.forEach(function(item, index) { item.onclick = function() { toggleFAQ('faq-' + index); }; // Assign unique IDs for toggling document.getElementById('faq-' + index).outerHTML = '
' + document.getElementById('faq-' + index).innerHTML + '
'; }); });

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