Calculating Beam Weight Wwf

Calculate Beam Weight WWF: Accurate Engineering Tool :root { –primary-color: #004a99; –success-color: #28a745; –background-color: #f8f9fa; –text-color: #333; –border-color: #dee2e6; –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); line-height: 1.6; margin: 0; padding: 20px; } .container { max-width: 960px; margin: 0 auto; background-color: var(–card-background); padding: 30px; border-radius: 8px; box-shadow: var(–shadow); } h1, h2, h3 { color: var(–primary-color); text-align: center; margin-bottom: 20px; } h1 { font-size: 2.5em; } h2 { font-size: 1.8em; border-bottom: 2px solid var(–primary-color); padding-bottom: 10px; margin-top: 40px; } h3 { font-size: 1.4em; margin-top: 30px; } .loan-calc-container, .results-container, .chart-container, .table-container { background-color: var(–card-background); padding: 25px; border-radius: 8px; box-shadow: var(–shadow); margin-bottom: 30px; } .input-group { margin-bottom: 20px; text-align: left; } .input-group label { display: block; margin-bottom: 8px; font-weight: 600; color: var(–primary-color); } .input-group input[type="number"], .input-group input[type="text"], .input-group select { width: calc(100% – 22px); padding: 10px 12px; border: 1px solid var(–border-color); border-radius: 4px; font-size: 1em; box-sizing: border-box; } .input-group input[type="number"]:focus, .input-group input[type="text"]:focus, .input-group select:focus { outline: none; border-color: var(–primary-color); box-shadow: 0 0 0 3px rgba(0, 74, 153, 0.2); } .input-group .helper-text { font-size: 0.85em; color: #6c757d; margin-top: 5px; display: block; } .input-group .error-message { color: #dc3545; font-size: 0.85em; margin-top: 5px; display: none; /* Hidden by default */ } .error-message.visible { display: block; } .button-group { display: flex; justify-content: space-between; margin-top: 25px; gap: 10px; } .button-group button, .button-group a.button { flex-grow: 1; padding: 12px 15px; border: none; border-radius: 5px; font-size: 1.1em; cursor: pointer; transition: background-color 0.3s ease, transform 0.2s ease; font-weight: 600; text-decoration: none; text-align: center; } .button-group button.primary, .button-group a.button.primary { background-color: var(–primary-color); color: white; } .button-group button.primary:hover, .button-group a.button.primary:hover { background-color: #003366; transform: translateY(-2px); } .button-group button.secondary, .button-group a.button.secondary { background-color: #6c757d; color: white; } .button-group button.secondary:hover, .button-group a.button.secondary:hover { background-color: #5a6268; transform: translateY(-2px); } .results-container { background-color: var(–primary-color); color: white; text-align: center; margin-top: 30px; } .results-container h2 { color: white; border-bottom: 1px solid rgba(255, 255, 255, 0.5); padding-bottom: 15px; margin-bottom: 20px; } .main-result { font-size: 2.5em; font-weight: bold; margin: 15px 0; padding: 10px; background-color: var(–success-color); border-radius: 5px; display: inline-block; } .intermediate-results div { margin-bottom: 10px; font-size: 1.1em; } .intermediate-results span { font-weight: bold; } .formula-explanation { font-size: 0.9em; color: rgba(255, 255, 255, 0.8); margin-top: 20px; padding-top: 15px; border-top: 1px solid rgba(255, 255, 255, 0.3); } table { width: 100%; border-collapse: collapse; margin-top: 20px; box-shadow: var(–shadow); } table caption { font-size: 1.2em; font-weight: bold; color: var(–primary-color); margin-bottom: 15px; text-align: left; } th, td { padding: 12px 15px; border: 1px solid var(–border-color); text-align: right; } th { background-color: var(–primary-color); color: white; font-weight: 600; text-align: center; } td { background-color: var(–card-background); } tr:nth-child(even) td { background-color: #f2f2f2; } .chart-container { position: relative; height: 400px; display: flex; justify-content: center; align-items: center; flex-direction: column; } .chart-container canvas { max-width: 100%; max-height: 350px; } .chart-legend { margin-top: 15px; font-size: 0.9em; color: #6c757d; } .chart-legend span { display: inline-block; margin: 0 10px; } .chart-legend .color-box { display: inline-block; width: 12px; height: 12px; margin-right: 5px; vertical-align: middle; } .chart-legend .color-box.series1 { background-color: var(–primary-color); } .chart-legend .color-box.series2 { background-color: var(–success-color); } .article-content { background-color: var(–card-background); padding: 30px; border-radius: 8px; box-shadow: var(–shadow); margin-top: 30px; text-align: left; } .article-content h2, .article-content h3 { text-align: left; margin-top: 40px; } .article-content p, .article-content ul, .article-content ol { margin-bottom: 20px; font-size: 1.1em; color: #333; } .article-content ul { padding-left: 25px; } .article-content li { margin-bottom: 10px; } .article-content strong { color: var(–primary-color); } .faq-item { margin-bottom: 20px; padding-bottom: 15px; border-bottom: 1px dashed var(–border-color); } .faq-item:last-child { border-bottom: none; } .faq-item h3 { margin-bottom: 10px; font-size: 1.2em; color: var(–primary-color); cursor: pointer; display: flex; justify-content: space-between; align-items: center; } .faq-item h3::after { content: '+'; font-size: 1.5em; color: var(–primary-color); transition: transform 0.3s ease; } .faq-item.open h3::after { content: '-'; transform: rotate(180deg); } .faq-item .answer { max-height: 0; overflow: hidden; transition: max-height 0.3s ease-out; font-size: 1em; color: #555; padding-left: 10px; } .faq-item.open .answer { max-height: 200px; /* Adjust as needed */ } .internal-links-section ul { list-style: none; padding: 0; } .internal-links-section li { margin-bottom: 15px; font-size: 1.1em; } .internal-links-section a { color: var(–primary-color); text-decoration: none; font-weight: 600; } .internal-links-section a:hover { text-decoration: underline; } .internal-links-section p { font-size: 0.95em; color: #6c757d; margin-top: 5px; } .calculator-header { background-color: var(–primary-color); color: white; padding: 20px; border-radius: 8px 8px 0 0; margin: -30px -30px 20px -30px; text-align: center; } .calculator-header h1 { margin: 0; font-size: 2em; } .calculator-header p { font-size: 1.1em; opacity: 0.9; } .summary-section { text-align: center; margin-bottom: 30px; padding: 20px; background-color: rgba(0, 74, 153, 0.05); border-left: 5px solid var(–primary-color); } .summary-section p { font-size: 1.15em; color: #333; margin: 0; }

Calculate Beam Weight WWF

Accurate tool for determining the weight of Wide Flange (WWF) steel beams.

Accurately determine the weight of Wide Flange (WWF) steel beams based on their dimensions and steel density. Essential for structural engineers, architects, and construction professionals to estimate material needs, transportation costs, and structural loads.

WWF Beam Weight Calculator

Enter the total depth of the beam in millimeters (mm).
Enter the width of one flange in millimeters (mm).
Enter the thickness of the web in millimeters (mm).
Enter the thickness of one flange in millimeters (mm).
Enter the total length of the beam in millimeters (mm).
Steel (Standard – 7850 kg/m³) Wrought Iron (Approx. – 7750 kg/m³) Cast Iron (Approx. – 7600 kg/m³) High Density Steel (Approx. – 8000 kg/m³) Select the density of the steel alloy. Standard structural steel is ~7850 kg/m³.

Beam Weight Calculation Results

Formula Used: Beam Weight = (Total Cross-Sectional Area * Beam Length) * Steel Density
Steel Section Properties (Approximate based on input)
Property Value Unit
Nominal Section Area mm²
Weight per Meter kg/m
Total Volume
Estimated Total Weight kg

Weight Distribution by Component

Web: kg Flanges: kg

What is Calculating Beam Weight WWF?

Calculating beam weight WWF refers to the process of determining the mass of a Wide Flange (WWF) steel beam, often denoted by its section shape. WWF beams, also known as H-beams or I-beams, are a fundamental structural element in construction and engineering. Their robust cross-section provides excellent bending resistance and load-bearing capacity. Accurately calculating the weight of these beams is crucial for numerous aspects of a project, from material procurement and structural analysis to transportation logistics and cost estimation. This process involves understanding the beam's geometric properties and the density of the steel material used.

Who Should Use It: This calculation is essential for structural engineers, architects, civil engineers, construction managers, quantity surveyors, steel fabricators, and procurement specialists. Anyone involved in designing, specifying, ordering, or erecting steel structures will benefit from precise beam weight calculations.

Common Misconceptions: A common misconception is that all WWF beams of the same nominal depth have the same weight. In reality, different designations within the same depth can have varying flange widths and thicknesses, significantly impacting their cross-sectional area and, consequently, their weight. Another error is assuming a fixed weight per meter without considering the specific profile and material density, which can lead to procurement errors or inaccurate structural load calculations.

Beam Weight WWF Formula and Mathematical Explanation

The fundamental principle behind calculating the weight of any object is its volume multiplied by its density. For a WWF beam, this translates into calculating the volume of its specific cross-sectional shape and multiplying it by the density of the steel.

The process can be broken down into these steps:

  1. Calculate the Total Cross-Sectional Area (A): This involves summing the areas of the web and the two flanges.
  2. Calculate the Total Volume (V): Multiply the total cross-sectional area by the beam's length. Care must be taken with units to ensure consistency.
  3. Calculate the Total Weight (W): Multiply the total volume by the density of the steel.

Step-by-Step Derivation:

Let:

  • d = Total beam depth (height)
  • bf = Width of one flange
  • tw = Thickness of the web
  • tf = Thickness of one flange
  • L = Total length of the beam
  • ρ (rho) = Density of steel

1. Area of the two flanges: Each flange is approximately rectangular with area bf * tf. Since there are two flanges, their combined area is 2 * bf * tf.

2. Area of the web: The web's height is the total depth minus the thickness of both flanges: (d - 2*tf). The web's area is therefore tw * (d - 2*tf).

3. Total Cross-Sectional Area (A):
A = (2 * bf * tf) + (tw * (d - 2*tf))
All dimensions (d, bf, tw, tf) should be in the same units (e.g., millimeters).

4. Unit Conversion: For practical calculations, especially when using standard density values in kg/m³, it's best to convert all dimensions to meters.
d_m = d / 1000
bf_m = bf / 1000
tw_m = tw / 1000
tf_m = tf / 1000
L_m = L / 1000

5. Recalculate Area in m² (A_m²):
A_m² = (2 * bf_m * tf_m) + (tw_m * (d_m - 2*tf_m))

6. Total Volume (V) in m³:
V = A_m² * L_m

7. Total Weight (W) in kg:
W = V * ρ
Where ρ is in kg/m³.

Simplified Weight per Meter Calculation: Often, structural engineers use weight per meter (kg/m). This can be calculated as:
Weight per Meter = A_m² * ρ Then, the total weight is Total Weight = Weight per Meter * (L / 1000).

Variables Table:

Variable Meaning Unit Typical Range / Notes
d Beam Depth (Total Height) mm 50 – 1000+ (e.g., 300, 450, 600)
bf Flange Width mm 50 – 400+ (e.g., 150, 250, 300)
tw Web Thickness mm 5 – 25+ (e.g., 8, 10, 12)
tf Flange Thickness mm 7 – 30+ (e.g., 10, 14, 20)
L Beam Length mm 1000 – 15000+ (e.g., 6000, 12000)
ρ Steel Density kg/m³ Typically 7850 (Standard Structural Steel)
A Cross-Sectional Area mm² Calculated (e.g., 15000 – 100000+)
W Total Beam Weight kg Calculated (e.g., 100 – 10000+)

Practical Examples (Real-World Use Cases)

Understanding the practical application of calculating beam weight WWF is key for accurate project planning.

Example 1: Standard Structural Beam for a Small Building Frame

A structural engineer is designing the main support beams for a small commercial building. They need to determine the weight of a specific WWF beam section.

  • Beam Specification: WWF 300 x 300
  • Inputs:
    • Beam Depth (d): 300 mm
    • Flange Width (bf): 300 mm
    • Web Thickness (tw): 10 mm
    • Flange Thickness (tf): 15 mm
    • Beam Length (L): 8000 mm (8 meters)
    • Steel Density (ρ): 7850 kg/m³ (Standard Steel)

Calculation:

  1. Convert dimensions to meters: d=0.3m, bf=0.3m, tw=0.01m, tf=0.015m, L=8m.
  2. Calculate Area (A_m²): (2 * 0.3 * 0.015) + (0.01 * (0.3 - 2*0.015)) = 0.009 + (0.01 * 0.27) = 0.009 + 0.0027 = 0.0117 m²
  3. Calculate Volume (V): 0.0117 m² * 8 m = 0.0936 m³
  4. Calculate Weight (W): 0.0936 m³ * 7850 kg/m³ = 735.09 kg

Result Interpretation: The estimated weight for this 8-meter WWF 300×300 beam is approximately 735.1 kg. This figure is vital for ordering the correct quantity of steel, calculating crane lifting capacities, and determining the dead load on foundations and other supporting structures.

Example 2: Long Span Beam for a Warehouse Roof

For a large warehouse, longer and heavier beams are required. An engineer needs to estimate the weight of a significantly sized WWF beam.

  • Beam Specification: WWF 600 x 220
  • Inputs:
    • Beam Depth (d): 600 mm
    • Flange Width (bf): 220 mm
    • Web Thickness (tw): 12 mm
    • Flange Thickness (tf): 18 mm
    • Beam Length (L): 15000 mm (15 meters)
    • Steel Density (ρ): 7850 kg/m³

Calculation:

  1. Convert dimensions to meters: d=0.6m, bf=0.22m, tw=0.012m, tf=0.018m, L=15m.
  2. Calculate Area (A_m²): (2 * 0.22 * 0.018) + (0.012 * (0.6 - 2*0.018)) = 0.00792 + (0.012 * 0.564) = 0.00792 + 0.006768 = 0.014688 m²
  3. Calculate Volume (V): 0.014688 m² * 15 m = 0.22032 m³
  4. Calculate Weight (W): 0.22032 m³ * 7850 kg/m³ = 1729.51 kg

Result Interpretation: This 15-meter WWF 600×220 beam weighs approximately 1729.5 kg. This substantial weight impacts transportation planning (requiring heavy-duty vehicles), site logistics (requiring specialized lifting equipment), and the overall structural design, including the load carried by columns and foundations. The calculating beam weight WWF process is fundamental for such large-scale projects.

How to Use This WWF Beam Weight Calculator

Our WWF Beam Weight Calculator is designed for simplicity and accuracy, making it easy for professionals to get quick estimates. Follow these steps:

  1. Input Beam Dimensions: Enter the values for Beam Depth (d), Flange Width (bf), Web Thickness (tw), and Flange Thickness (tf) in millimeters (mm). These are the core geometric properties of the beam. Ensure you are using the correct measurements for your specific WWF profile.
  2. Enter Beam Length: Input the total length of the beam in millimeters (mm).
  3. Select Steel Density: Choose the appropriate steel density from the dropdown menu. The default is 7850 kg/m³, which is standard for most structural steel. Other options are provided for different alloys or approximate calculations.
  4. Click 'Calculate Weight': Once all fields are populated, click the 'Calculate Weight' button. The calculator will process your inputs and display the results.
  5. Review Results: The main result, the total estimated weight of the beam, will be prominently displayed in kilograms (kg). You will also see key intermediate values like the weight per meter, total volume, and cross-sectional area.
  6. Examine Supporting Data: The table below the results provides a breakdown of calculated properties. The chart visually represents the weight contribution of the web and flanges to the total beam weight.
  7. Use 'Copy Results': For documentation or sharing, click 'Copy Results' to copy the main result, intermediate values, and key assumptions to your clipboard.
  8. Use 'Reset': If you need to start over or clear the fields, click the 'Reset' button to revert to default sensible values.

How to Read Results: The primary highlighted result shows the total weight in kilograms (kg). The 'Weight per Meter' is crucial for quick estimates and comparisons. 'Beam Volume' (in m³) and 'Beam Area' (in mm²) are intermediate values used in the calculation and can be useful for other engineering checks.

Decision-Making Guidance: Use the calculated weight to:

  • Verify orders with steel suppliers.
  • Estimate transportation requirements and costs.
  • Determine appropriate lifting equipment and procedures.
  • Calculate dead loads for structural analysis and foundation design.
  • Compare different WWF sections for structural efficiency.

Key Factors That Affect WWF Beam Weight Results

Several factors influence the calculated weight of a WWF beam. Understanding these helps in interpreting the results and ensuring accuracy:

  1. Cross-Sectional Dimensions (d, bf, tw, tf): This is the most significant factor. Minor variations in flange width or thickness can lead to substantial differences in weight. A wider or thicker flange increases the cross-sectional area dramatically. This directly impacts the total volume and, therefore, the weight. Using precise measurements from structural drawings or steel mill certificates is critical.
  2. Beam Length (L): A longer beam naturally weighs more. The weight is directly proportional to the length. Accurate length measurement is essential, especially considering that beams are often cut to specific site requirements.
  3. Steel Density (ρ): While standard structural steel has a well-defined density (around 7850 kg/m³), different steel alloys or manufacturing processes might result in slightly different densities. For most common applications, using the standard value is sufficient, but specialized projects might require using a more precise density figure.
  4. Manufacturing Tolerances: Steel mills have manufacturing tolerances for dimensions. Actual beams might be slightly larger or smaller than specified, leading to minor variations in weight. For critical applications, accounting for these tolerances might be necessary.
  5. Corrosion and Coatings: The calculated weight is for the bare steel. However, in real-world applications, beams might have protective coatings (like paint or galvanization) or experience corrosion over time. These can add or subtract nominal weight, respectively, though they are usually minor compared to the base steel weight.
  6. Section Shape Complexity: While WWF beams have a standard I-shape, variations in the fillet radius (where the web meets the flange) exist, though these are usually standardized. The formula used here assumes a simplified geometric calculation; extremely precise calculations might consider these minor geometric nuances.
  7. Units Consistency: Errors in unit conversion (e.g., mixing mm and meters) are a common source of significant calculation mistakes. Ensuring all inputs are consistently converted, especially when using density in kg/m³, is vital for accurate results.

Frequently Asked Questions (FAQ)

What is a WWF beam?

WWF stands for Wide Flange. These are hot-rolled steel structural shapes characterized by their wide, parallel flanges. They are commonly used as beams and columns in buildings, bridges, and other structures due to their high strength-to-weight ratio and good bending resistance. They are often referred to as H-beams.

What is the standard density of steel for weight calculations?

The standard density for structural steel is approximately 7850 kilograms per cubic meter (kg/m³). This value is commonly used in engineering calculations unless a specific alloy with a different density is specified.

Can I use this calculator for I-beams?

Yes, WWF (Wide Flange) is essentially another term for I-beams, particularly those with parallel flanges. This calculator is suitable for standard hot-rolled I-beams. Note that older or differently manufactured "I-beams" might have tapered flanges, which would require a different calculation method.

How accurate is this calculation?

The calculation is highly accurate based on the geometric inputs provided and the standard steel density. However, real-world weights can vary slightly due to manufacturing tolerances, coatings, and potential minor differences in steel alloy density. For critical procurement, always refer to the mill's certified weight or section properties.

What units should I use for input?

The calculator expects dimensions (depth, flange width, web thickness, flange thickness, length) to be entered in millimeters (mm). The output weight will be in kilograms (kg).

Does the calculator account for cuts or custom modifications?

No, this calculator determines the weight of a standard, uncut beam of the specified length. If a beam is cut significantly or modified, you would need to calculate the weight of the removed portions and subtract it from the total calculated weight.

What is the importance of calculating beam weight?

Calculating beam weight is crucial for:
  • Accurate material costing and procurement.
  • Estimating transportation loads and logistics.
  • Determining structural dead loads for analysis.
  • Planning lifting operations on site.
  • Ensuring structural integrity and safety.

Can this calculator be used for metric I-beams (e.g., HEA, HEB, IPE profiles)?

Yes, the calculator uses metric units (mm) and standard steel density, making it suitable for common European metric I-beam profiles like HEA, HEB, IPE, INP, etc., provided you input their specific dimensions (depth, flange width, web thickness, flange thickness). Ensure you use the correct dimensions for the specific profile you are analyzing.

What if my beam has tapered flanges?

This calculator is designed for WWF (Wide Flange) beams, which typically have parallel flanges. If you are working with older style American I-beams (like W shapes) or certain European profiles that have tapered flanges, their geometry is more complex. You would need to use specific section property tables provided by steel manufacturers or employ more advanced calculation methods that account for the taper angle.

Related Tools and Internal Resources

© YourCompany Name. All rights reserved.
function getElement(id) { return document.getElementById(id); } function setElementText(id, text) { var element = getElement(id); if (element) { element.innerHTML = text; } } function setElementValue(id, value) { var element = getElement(id); if (element) { element.value = value; } } function getElementValue(id) { var element = getElement(id); return element ? parseFloat(element.value) : NaN; } function showError(inputId, errorId, message, isError) { var errorElement = getElement(errorId); if (errorElement) { if (isError) { errorElement.classList.add('visible'); errorElement.textContent = message; } else { errorElement.classList.remove('visible'); errorElement.textContent = "; } } } function isValidNumber(value, min, max) { if (isNaN(value) || value <= 0) return false; if (min !== undefined && value max) return false; return true; } var inputIds = ["beamDepth", "flangeWidth", "webThickness", "flangeThickness", "beamLength"]; var errorIds = ["beamDepthError", "flangeWidthError", "webThicknessError", "flangeThicknessError", "beamLengthError"]; function validateInputs() { var valid = true; var inputsData = [ { id: "beamDepth", name: "Beam Depth", min: 10 }, { id: "flangeWidth", name: "Flange Width", min: 10 }, { id: "webThickness", name: "Web Thickness", min: 1 }, { id: "flangeThickness", name: "Flange Thickness", min: 1 }, { id: "beamLength", name: "Beam Length", min: 100 } ]; for (var i = 0; i < inputsData.length; i++) { var inputId = inputsData[i].id; var errorId = errorIds[i]; var value = getElementValue(inputId); var name = inputsData[i].name; var min = inputsData[i].min; if (isNaN(value) || value <= 0) { showError(inputId, errorId, name + " is required and must be a positive number.", true); valid = false; } else if (value 0 ? (webWeightKg / totalWeight) * 100 : 0; var flangesPercentage = totalWeight > 0 ? (flangesWeightKg / totalWeight) * 100 : 0; chartInstance = new Chart(ctx, { type: 'doughnut', // Or 'pie' data: { labels: ['Web Weight', 'Flanges Weight'], datasets: [{ label: 'Weight Distribution', data: [webWeightKg, flangesWeightKg], backgroundColor: [ 'rgba(0, 74, 153, 0.7)', // Primary color for Web 'rgba(40, 167, 69, 0.7)' // Success color for Flanges ], borderColor: [ 'rgba(0, 74, 153, 1)', 'rgba(40, 167, 69, 1)' ], borderWidth: 1 }] }, options: { responsive: true, maintainAspectRatio: false, plugins: { legend: { display: false // Legend is handled by custom div }, tooltip: { callbacks: { label: function(tooltipItem) { var label = tooltipItem.label || "; if (label) { label += ': '; } if (tooltipItem.raw !== null) { label += parseFloat(tooltipItem.raw).toFixed(2) + ' kg'; } return label; } } } } } }); } function calculateBeamWeight() { if (!validateInputs()) { getElement('resultsSection').style.display = 'none'; return; } var d = getElementValue('beamDepth'); // mm var bf = getElementValue('flangeWidth'); // mm var tw = getElementValue('webThickness'); // mm var tf = getElementValue('flangeThickness'); // mm var L = getElementValue('beamLength'); // mm var steelDensity = getElementValue('steelDensity'); // kg/m³ // Convert dimensions to meters for calculation with density in kg/m³ var d_m = d / 1000; var bf_m = bf / 1000; var tw_m = tw / 1000; var tf_m = tf / 1000; var L_m = L / 1000; // Calculate cross-sectional area components in m² var flangeArea_m2 = bf_m * tf_m; var webArea_m2 = tw_m * (d_m – (2 * tf_m)); // Height of web is total depth minus both flange thicknesses // Total cross-sectional area in m² var totalArea_m2 = (2 * flangeArea_m2) + webArea_m2; // Calculate volume in m³ var volume_m3 = totalArea_m2 * L_m; // Calculate total weight in kg var totalWeight_kg = volume_m3 * steelDensity; // Calculate intermediate values var weightPerMeter_kg = totalArea_m2 * steelDensity; // totalArea_m2 is in m², so this gives kg/m var webWeight_kg = webArea_m2 * L_m * steelDensity; var flangesWeight_kg = (2 * flangeArea_m2) * L_m * steelDensity; // Update results display getElement('totalWeight').textContent = totalWeight_kg.toFixed(2); getElement('weightPerMeter').textContent = "Weight per Meter: " + weightPerMeter_kg.toFixed(2) + " kg/m"; getElement('beamVolume').textContent = "Total Volume: " + volume_m3.toFixed(4) + " m³"; getElement('beamArea').textContent = "Cross-Sectional Area: " + (totalArea_m2 * 1000000).toFixed(2) + " mm²"; // Convert back to mm² for display // Update table setElementText('tableArea', (totalArea_m2 * 1000000).toFixed(2)); setElementText('tableWeightPerMeter', weightPerMeter_kg.toFixed(2)); setElementText('tableVolume', volume_m3.toFixed(4)); setElementText('tableTotalWeight', totalWeight_kg.toFixed(2)); // Update chart legend weights setElementText('webWeight', webWeight_kg.toFixed(2)); setElementText('flangesWeight', flangesWeight_kg.toFixed(2)); // Draw the chart drawChart(webWeight_kg, flangesWeight_kg); getElement('resultsSection').style.display = 'block'; } function resetCalculator() { setElementValue('beamDepth', 300); setElementValue('flangeWidth', 300); setElementValue('webThickness', 10); setElementValue('flangeThickness', 15); setElementValue('beamLength', 6000); getElement('steelDensity').value = "7850"; // Reset to default // Clear errors for (var i = 0; i < errorIds.length; i++) { showError(inputIds[i], errorIds[i], "", false); } // Clear results and hide section setElementText('totalWeight', '–'); setElementText('weightPerMeter', '–'); setElementText('beamVolume', '–'); setElementText('beamArea', '–'); setElementText('tableArea', '–'); setElementText('tableWeightPerMeter', '–'); setElementText('tableVolume', '–'); setElementText('tableTotalWeight', '–'); setElementText('webWeight', '–'); setElementText('flangesWeight', '–'); getElement('resultsSection').style.display = 'none'; // Clear chart if (chartInstance) { chartInstance.destroy(); chartInstance = null; } if (chartCanvas && chartCanvas.getContext('2d')) { var ctx = chartCanvas.getContext('2d'); ctx.clearRect(0, 0, chartCanvas.width, chartCanvas.height); } } function copyResults() { var totalWeight = getElement('totalWeight').textContent; var weightPerMeter = getElement('weightPerMeter').textContent; var beamVolume = getElement('beamVolume').textContent; var beamArea = getElement('beamArea').textContent; var webWeight = getElement('webWeight').textContent; var flangesWeight = getElement('flangesWeight').textContent; var steelDensitySelected = getElement('steelDensity').options[getElement('steelDensity').selectedIndex].text; var resultsText = "WWF Beam Weight Calculation Results:\n\n"; resultsText += "Total Estimated Weight: " + totalWeight + " kg\n"; resultsText += weightPerMeter + "\n"; resultsText += beamVolume + "\n"; resultsText += beamArea + "\n"; resultsText += "—————————-\n"; resultsText += "Weight Breakdown:\n"; resultsText += "Web Weight: " + webWeight + " kg\n"; resultsText += "Flanges Weight: " + flangesWeight + " kg\n"; resultsText += "—————————-\n"; resultsText += "Key Assumptions:\n"; resultsText += "- Steel Density: " + steelDensitySelected + "\n"; resultsText += "- Calculation based on provided dimensions.\n"; // Use navigator.clipboard for modern browsers if (navigator.clipboard && window.isSecureContext) { navigator.clipboard.writeText(resultsText).then(function() { alert('Results copied to clipboard!'); }).catch(function(err) { console.error('Could not copy text: ', err); // Fallback for older browsers or insecure contexts copyTextFallback(resultsText); }); } else { // Fallback for older browsers or insecure contexts copyTextFallback(resultsText); } } function copyTextFallback(text) { var textArea = document.createElement("textarea"); textArea.value = text; // Make the textarea out of viewport textArea.style.position = "fixed"; textArea.style.left = "-9999px"; textArea.style.top = "-9999px"; document.body.appendChild(textArea); textArea.focus(); textArea.select(); try { var successful = document.execCommand('copy'); var msg = successful ? 'Results copied to clipboard!' : 'Failed to copy results.'; alert(msg); } catch (err) { console.error('Fallback: Oops, unable to copy', err); alert('Failed to copy results. Please copy manually.'); } document.body.removeChild(textArea); } // FAQ Toggle Function function toggleFaq(element) { var faqItem = element.closest('.faq-item'); faqItem.classList.toggle('open'); } // Initialize current year in footer document.getElementById("currentYear").textContent = new Date().getFullYear(); // Add event listeners for real-time updates on input change (optional, but good practice) var inputFields = document.querySelectorAll('.loan-calc-container input[type="number"], .loan-calc-container select'); for (var i = 0; i < inputFields.length; i++) { inputFields[i].addEventListener('input', function() { // Optionally trigger calculation on every input change, or only on button click // calculateBeamWeight(); }); } // Trigger initial calculation if defaults are set and visible // calculateBeamWeight(); <!– Example CDN: –>

Leave a Comment