Acrylic Sheet How to Calculate Weight-bearing Capacity

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Acrylic Sheet Weight-Bearing Capacity Calculator

Determine the load capacity of acrylic sheets for your structural and design needs.

Acrylic Sheet Load Calculator

Enter the width of the acrylic sheet in millimeters (mm).
Enter the length of the acrylic sheet in millimeters (mm).
Enter the thickness of the acrylic sheet in millimeters (mm).
Enter the distance between supports in millimeters (mm).
Modulus of Elasticity for Acrylic (PMMA) in Megapascals (MPa). Typically 3300 MPa.
Poisson's Ratio for Acrylic (PMMA). Typically 0.35.
Recommended safety factor (e.g., 2 for static loads, higher for dynamic).
Allowable bending stress for Acrylic (PMMA) in Megapascals (MPa). Typically 50 MPa.

Results

Moment of Inertia (I): N/A mm⁴
Section Modulus (Z): N/A mm³
Max Deflection (δ): N/A mm
N/A kg
Formula for Max Load (P) for a simply supported beam with a central point load: P = (4 * σ_allow * Z) / S Max Deflection (δ) for a simply supported beam with a central point load: δ = (P * S³) / (48 * E * I) Note: Load capacity is calculated based on bending stress and then deflection is checked.

What is Acrylic Sheet Weight-Bearing Capacity?

Acrylic sheet weight-bearing capacity refers to the maximum load an acrylic panel can safely support without excessive deformation or failure. Unlike traditional materials like glass or metal, acrylic (PMMA – Polymethyl methacrylate) has unique properties that influence its structural performance. Understanding this capacity is crucial for engineers, designers, and DIY enthusiasts to ensure the safety and longevity of structures incorporating acrylic, such as shelves, partitions, display cases, and even architectural elements.

Who should use it? This calculation is vital for anyone designing or specifying acrylic for applications where it will bear weight. This includes:

  • Architects and Interior Designers specifying acrylic for furniture, shelving, or decorative panels.
  • Fabricators and Manufacturers building products that utilize acrylic sheets as structural components.
  • Engineers assessing the feasibility and safety of acrylic in load-bearing scenarios.
  • Hobbyists and DIYers building projects like custom aquariums, display stands, or workbench tops.

Common Misconceptions: A frequent misconception is that acrylic is simply a stronger, lighter alternative to glass without considering its specific mechanical limitations. While acrylic is significantly more impact-resistant than glass, it is also more flexible and has a lower stiffness (Modulus of Elasticity). This means it will deflect more under load and may require thicker sections or additional support compared to glass for similar load-bearing applications. Another misconception is that all acrylic sheets are identical; variations in manufacturing can slightly affect properties, though standard PMMA values are generally reliable for calculations.

Acrylic Sheet Weight-Bearing Capacity Formula and Mathematical Explanation

Calculating the weight-bearing capacity of an acrylic sheet involves principles of structural mechanics, specifically beam theory. We typically model the acrylic sheet as a beam supported at its ends, subjected to a load. The primary failure modes to consider are excessive bending stress and excessive deflection. For simplicity and common applications, we often focus on the maximum load a sheet can bear before exceeding its allowable bending stress, assuming a simply supported beam with a central point load.

The core formulas used in this calculator are derived from standard beam deflection and stress equations:

  • Moment of Inertia (I): This geometric property represents how the cross-sectional area of the acrylic sheet is distributed relative to its neutral axis. It's crucial for calculating both stress and deflection. For a rectangular cross-section (like an acrylic sheet), it's calculated as:
    I = (Width * Thickness³) / 12 (for bending about the width axis)
    However, for a sheet spanning in one direction, we consider the cross-section perpendicular to the span. If the span is along the length (L) and width (W) is the dimension perpendicular to the span, the relevant cross-section has dimensions W x t. The moment of inertia about the neutral axis parallel to the width is:
    I = (W * t³) / 12.
    For simplicity in this calculator, we assume the span is across the shorter dimension or that the load is applied such that the relevant cross-section is defined by the span and thickness. A more precise calculation would consider the orientation of the load and span relative to sheet dimensions. For a general case where the span (S) is the critical dimension, the cross-section resisting bending has width 'W' and thickness 't'.
    I = (W * t³) / 12
  • Section Modulus (Z): This relates the moment of inertia to the maximum distance from the neutral axis. It's used directly in the bending stress formula.
    Z = I / (t / 2) = 2 * I / t
    For a rectangular cross-section:
    Z = (W * t²) / 6
  • Maximum Bending Stress (σ_max): The maximum stress induced in the material due to bending.
    σ_max = (Load * Span) / (4 * Z) (for a central point load on a simply supported beam)
  • Maximum Load Capacity (P): To find the maximum load the sheet can bear without exceeding the allowable stress (σ_allow), we rearrange the stress formula:
    σ_allow = (P * S) / (4 * Z)
    P = (4 * σ_allow * Z) / S
  • Maximum Deflection (δ): The maximum displacement of the sheet under load. For a simply supported beam with a central point load:
    δ = (P * S³) / (48 * E * I)

The calculator first determines the maximum load based on allowable bending stress. It then calculates the deflection under that load. While the primary result is the load capacity based on stress, it's essential to also consider deflection, as excessive sagging can make the structure unusable even if it hasn't failed structurally. The safety factor is applied to the calculated allowable load to provide a more conservative estimate.

Variables Table

Variable Meaning Unit Typical Range / Value
W (Sheet Width) Width of the acrylic sheet perpendicular to the span mm 100 – 3000+
L (Sheet Length) Overall length of the acrylic sheet (often less critical than span) mm 100 – 3000+
t (Sheet Thickness) Thickness of the acrylic sheet mm 3 – 25+
S (Support Span) Distance between points of support mm 100 – 1500+
E (Modulus of Elasticity) Material stiffness MPa ~3300 (for Acrylic/PMMA)
ν (Poisson's Ratio) Ratio of transverse to axial strain Unitless ~0.35 (for Acrylic/PMMA)
σ_allow (Allowable Bending Stress) Maximum stress the material can withstand without permanent deformation or failure MPa 30 – 70 (typically ~50 for Acrylic)
SF (Safety Factor) Multiplier to ensure safety under varying conditions Unitless 1.5 – 5+ (e.g., 2 for static, 3-5 for dynamic/critical)
I (Moment of Inertia) Resistance to bending based on cross-section geometry mm⁴ Calculated
Z (Section Modulus) Resistance to bending stress based on cross-section geometry mm³ Calculated
P (Max Load) Maximum weight the sheet can support kg Calculated
δ (Max Deflection) Maximum sag under load mm Calculated

Practical Examples (Real-World Use Cases)

Example 1: Acrylic Shelf for Display

A retail store wants to install a 10mm thick acrylic shelf to display lightweight decorative items. The shelf needs to span 500mm between two brackets. The shelf itself is 800mm wide. They want to ensure it can hold a reasonable weight safely.

  • Sheet Width (W): 800 mm
  • Sheet Length (L): Not critical for span calculation, assume sufficient
  • Sheet Thickness (t): 10 mm
  • Support Span (S): 500 mm
  • Modulus of Elasticity (E): 3300 MPa
  • Allowable Bending Stress (σ_allow): 50 MPa
  • Safety Factor (SF): 2 (for static, relatively light load)

Calculation Inputs: W=800, L=N/A, t=10, S=500, E=3300, σ_allow=50, SF=2

Calculator Output (Simulated):

  • Moment of Inertia (I): ~66,667 mm⁴
  • Section Modulus (Z): ~1,333 mm³
  • Max Load Capacity (Calculated Stress Limit): ~133.3 kg
  • Max Load Capacity (with SF): ~66.7 kg
  • Max Deflection (at max load): ~1.9 mm

Interpretation: The acrylic shelf, under these conditions, can theoretically support approximately 66.7 kg (factoring in the safety margin). The calculated deflection is about 1.9mm, which is minimal and unlikely to be noticeable or problematic for display items. This suggests the 10mm thickness is adequate for this span and expected load.

Example 2: Acrylic Workbench Top

A hobbyist is building a workbench and considering a 15mm thick acrylic top. The workbench frame provides support every 700mm. The top will be 1200mm wide. While not holding extreme weight, it needs to be robust enough for general crafting.

  • Sheet Width (W): 1200 mm
  • Sheet Length (L): Not critical
  • Sheet Thickness (t): 15 mm
  • Support Span (S): 700 mm
  • Modulus of Elasticity (E): 3300 MPa
  • Allowable Bending Stress (σ_allow): 50 MPa
  • Safety Factor (SF): 3 (slightly higher due to potential for impacts or uneven loads)

Calculation Inputs: W=1200, L=N/A, t=15, S=700, E=3300, σ_allow=50, SF=3

Calculator Output (Simulated):

  • Moment of Inertia (I): ~50,625 mm⁴
  • Section Modulus (Z): ~4,500 mm³
  • Max Load Capacity (Calculated Stress Limit): ~300 kg
  • Max Load Capacity (with SF): ~100 kg
  • Max Deflection (at max load): ~4.1 mm

Interpretation: The 15mm acrylic top can support around 100 kg with a safety factor of 3. The maximum deflection is approximately 4.1mm. This is a reasonable sag for a workbench, indicating the 15mm thickness is suitable for general crafting purposes. If heavier tools or machinery were to be placed, a thicker sheet or closer support spacing would be necessary. Always consider the distribution of weight – a single heavy point load is more critical than a uniformly distributed load of the same total weight.

How to Use This Acrylic Sheet Load Calculator

Using the acrylic sheet weight-bearing capacity calculator is straightforward. Follow these steps to get accurate results for your project:

  1. Gather Your Measurements: You will need the exact dimensions of your acrylic sheet and the span it will cover.
  2. Input Sheet Dimensions:
    • Enter the Sheet Width (W) in millimeters (mm). This is the dimension perpendicular to the direction of the span.
    • Enter the Sheet Length (L) in millimeters (mm). While less critical for basic beam calculations, it's good practice to input the full dimension.
    • Enter the Sheet Thickness (t) in millimeters (mm). This is a critical factor.
  3. Input Support Details:
    • Enter the Support Span (S) in millimeters (mm). This is the distance between the points where the acrylic sheet is supported (e.g., bracket to bracket, edge to edge). Shorter spans significantly increase load capacity.
  4. Input Material Properties:
    • Modulus of Elasticity (E): For standard acrylic (PMMA), 3300 MPa is a common value. You can adjust if you have specific data.
    • Allowable Bending Stress (σ_allow): A typical value for acrylic is 50 MPa. This represents the maximum stress before failure. Higher values might be used for specific high-performance acrylics or under specific conditions, but 50 MPa is a safe starting point.
  5. Set Safety Factor (SF): Enter a safety factor. A value of 2 is common for static loads (like shelves holding objects). For dynamic loads, potential impacts, or critical applications where failure is unacceptable, use a higher factor (e.g., 3, 4, or 5).
  6. Click 'Calculate Capacity': The calculator will process your inputs.

How to Read Results:

  • Primary Result (Max Load Capacity): This is the maximum weight (in kg) the acrylic sheet can safely support, considering the allowable stress and your chosen safety factor.
  • Intermediate Values:
    • Moment of Inertia (I): Indicates the sheet's resistance to bending based on its shape.
    • Section Modulus (Z): Relates to the stress distribution within the sheet's cross-section.
    • Max Deflection (δ): Shows how much the sheet is expected to sag under the calculated maximum load. While the primary result focuses on stress, excessive deflection can also render a structure unusable.
  • Formula Explanation: Provides a clear overview of the underlying calculations.

Decision-Making Guidance: Compare the calculated Max Load Capacity to the expected weight your acrylic sheet will bear. If the expected weight is close to or exceeds the calculated capacity, you must:

  • Increase the sheet thickness (t).
  • Decrease the support span (S) by adding more supports.
  • Use a stronger material if acrylic is unsuitable.
  • Consider a different design that distributes the load more effectively.

Always err on the side of caution, especially for safety-critical applications.

Key Factors That Affect Acrylic Sheet Weight-Bearing Capacity

Several factors significantly influence how much weight an acrylic sheet can support. Understanding these is key to accurate design and safe installation:

  1. Sheet Thickness (t): This is arguably the most critical factor. Load capacity increases dramatically with thickness (cubically for deflection, quadratically for stress). Doubling the thickness can increase load capacity by roughly 4 to 8 times, depending on whether stress or deflection is the limiting factor.
  2. Support Span (S): The distance between supports has an inverse relationship with load capacity. Shorter spans allow the sheet to carry much more weight. Capacity decreases rapidly as the span increases (cubically for deflection, quadratically for stress). Reducing the span by half can increase capacity by 4 to 16 times.
  3. Modulus of Elasticity (E): This measures the material's stiffness. Acrylic (PMMA) has a lower E (~3300 MPa) compared to glass (~70,000 MPa) or aluminum (~70,000 MPa). This lower stiffness means acrylic will deflect more under the same load and span. Higher E leads to greater stiffness and less deflection.
  4. Allowable Bending Stress (σ_allow): This is the maximum stress the material can handle before yielding or fracturing. While acrylic is strong, its allowable stress is lower than many metals. Exceeding this limit leads to permanent deformation or breakage. This value can vary slightly based on the specific grade and manufacturer.
  5. Type of Load (Point vs. Distributed): A load concentrated at a single point (point load) creates much higher localized stress and deflection than the same total weight spread evenly across the sheet (uniformly distributed load). The formulas used here often assume a central point load for worst-case scenario analysis.
  6. Edge Conditions and Support Type: The calculator assumes simple supports (like resting on two edges). If the acrylic sheet is fixed, cantilevered, or supported in a more complex way, the stress and deflection patterns change significantly, altering the load capacity. Fully clamped edges can increase capacity compared to simple supports.
  7. Temperature: Acrylic's stiffness and strength decrease significantly at elevated temperatures. Calculations are typically based on room temperature. High operating temperatures will reduce the weight-bearing capacity.
  8. UV Exposure and Age: While acrylic is relatively resistant to UV, long-term exposure can cause some degradation, potentially affecting its mechanical properties over many years. This is usually a minor factor for typical structural calculations but can be relevant for very long-term outdoor applications.

Frequently Asked Questions (FAQ)

Can acrylic sheets be used for structural applications?
Yes, but with careful consideration of their mechanical properties. Acrylic is suitable for shelves, partitions, and enclosures where it bears moderate loads. For heavy structural applications (like load-bearing beams in buildings), materials like steel, concrete, or engineered wood are typically required due to their significantly higher stiffness and strength. Always use appropriate thickness, support, and safety factors for acrylic.
How does acrylic compare to glass for weight-bearing?
Acrylic is much more impact-resistant (won't shatter easily) and lighter than glass. However, glass is significantly stiffer (higher Modulus of Elasticity) and stronger in terms of allowable stress. For the same thickness and span, glass can typically support a heavier load than acrylic before failing due to stress, although acrylic might deflect more. For equivalent load-bearing capacity, acrylic often needs to be thicker than glass.
What is the difference between load capacity based on stress and deflection?
Load capacity based on stress refers to the maximum weight the material can hold before permanent deformation or fracture occurs. Load capacity based on deflection refers to the maximum weight it can hold before sagging to an unacceptable degree. Often, deflection becomes the limiting factor in applications where appearance or usability is key, even if the material is still structurally sound. This calculator primarily uses stress limits but also shows deflection.
Should I use a higher safety factor for dynamic loads?
Yes, absolutely. Dynamic loads (like vibrations, impacts, or moving weights) exert higher peak forces than static loads. A higher safety factor (e.g., 3-5) is recommended to account for these transient stresses and potential fatigue effects.
How does the width of the sheet affect load capacity?
The width (W) of the acrylic sheet, specifically the dimension perpendicular to the support span (S), directly influences the Moment of Inertia (I) and Section Modulus (Z). A wider sheet has a larger cross-sectional area resisting bending, thus increasing both its stress and deflection capacity.
Can I use this calculator for loads applied over an area, not just a point?
This calculator is primarily based on formulas for a central point load, which represents a common worst-case scenario. For uniformly distributed loads (UDL), the maximum load capacity is generally higher. The formulas for UDL are different (e.g., P_UDL = (8 * σ_allow * Z) / S). While this calculator doesn't directly compute for UDL, the results for point loads provide a conservative estimate. For precise UDL calculations, consult engineering resources or specialized software.
What happens if the calculated deflection is large?
If the calculated maximum deflection (δ) is large (e.g., more than 1-2% of the span), the acrylic sheet might sag excessively, making it unsuitable for its intended purpose, even if it doesn't break. You would need to increase the sheet thickness, reduce the span, or add intermediate supports to minimize deflection.
Are there different types of acrylic, and do they have different strengths?
Yes, there are different types, including cast and extruded acrylic. Cast acrylic generally has slightly better optical clarity and impact resistance, while extruded acrylic is often more cost-effective and easier to machine. For structural calculations, the standard Modulus of Elasticity (E) and Allowable Stress (σ_allow) values for PMMA are generally applicable to both, though specific manufacturer data sheets should always be consulted for precise engineering applications. High-impact or specialized acrylics might have different properties.

Related Tools and Internal Resources

© 2023 Your Company Name. All rights reserved. | Disclaimer: This calculator provides estimates based on standard formulas and typical material properties. It is not a substitute for professional engineering advice. Always consult a qualified engineer for critical applications.

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isValid &= validateInput('materialModulus', 'materialModulusError', 1, null); isValid &= validateInput('materialPoisson', 'materialPoissonError', 0, 1); isValid &= validateInput('safetyFactor', 'safetyFactorError', 1, null); isValid &= validateInput('allowableStress', 'allowableStressError', 1, null); if (!isValid) { return; } var W = parseFloat(document.getElementById('sheetWidth').value); var L = parseFloat(document.getElementById('sheetLength').value); // Not directly used in basic formula but good to have var t = parseFloat(document.getElementById('sheetThickness').value); var S = parseFloat(document.getElementById('supportSpan').value); var E = parseFloat(document.getElementById('materialModulus').value); var nu = parseFloat(document.getElementById('materialPoisson').value); // Not used in basic formula var SF = parseFloat(document.getElementById('safetyFactor').value); var sigma_allow = parseFloat(document.getElementById('allowableStress').value); // Intermediate Calculations // Moment of Inertia (I) for a rectangle: I = (width * thickness^3) / 12 // Assuming width is W and thickness is t, resisting bending along the span S var I = (W * Math.pow(t, 3)) / 12; // Section Modulus (Z) for a rectangle: Z = (width * thickness^2) / 6 var Z = (W * Math.pow(t, 2)) / 6; // Max Load Capacity (P) based on bending stress for a simply supported beam with central point load // P = (4 * sigma_allow * Z) / S var P_stress_limit = (4 * sigma_allow * Z) / S; // Apply Safety Factor var P_max_kg = (P_stress_limit / SF); // Max Deflection (delta) for a simply supported beam with central point load // delta = (P * S^3) / (48 * E * I) // Calculate deflection using the P_stress_limit to see max possible sag before failure var delta_max = (P_stress_limit * Math.pow(S, 3)) / (48 * E * I); // Display Results document.getElementById('momentOfInertia').innerHTML = 'Moment of Inertia (I): ' + I.toFixed(2) + ' mm⁴'; document.getElementById('sectionModulus').innerHTML = 'Section Modulus (Z): ' + Z.toFixed(2) + ' mm³'; document.getElementById('maxDeflection').innerHTML = 'Max Deflection (δ): ' + delta_max.toFixed(3) + ' mm'; document.getElementById('maxLoadCapacity').textContent = P_max_kg.toFixed(2) + ' kg'; updateChart(P_max_kg, delta_max, S, E, I, P_stress_limit); } function resetCalculator() { document.getElementById('sheetWidth').value = '1200'; document.getElementById('sheetLength').value = '2400'; document.getElementById('sheetThickness').value = '10'; document.getElementById('supportSpan').value = '600'; document.getElementById('materialModulus').value = '3300'; document.getElementById('materialPoisson').value = '0.35'; document.getElementById('safetyFactor').value = '2'; document.getElementById('allowableStress').value = '50'; // Clear errors document.getElementById('sheetWidthError').textContent = "; document.getElementById('sheetLengthError').textContent = "; document.getElementById('sheetThicknessError').textContent = "; document.getElementById('supportSpanError').textContent = "; document.getElementById('materialModulusError').textContent = "; document.getElementById('materialPoissonError').textContent = "; document.getElementById('safetyFactorError').textContent = "; document.getElementById('allowableStressError').textContent = "; // Reset results display document.getElementById('momentOfInertia').innerHTML = 'Moment of Inertia (I): N/A mm⁴'; document.getElementById('sectionModulus').innerHTML = 'Section Modulus (Z): N/A mm³'; document.getElementById('maxDeflection').innerHTML = 'Max Deflection (δ): N/A mm'; document.getElementById('maxLoadCapacity').textContent = 'N/A kg'; // Reset chart var ctx = document.getElementById('loadCapacityChart').getContext('2d'); ctx.clearRect(0, 0, ctx.canvas.width, ctx.canvas.height); // Optionally redraw with default state or clear labels } function copyResults() { var resultsText = "Acrylic Sheet Load Capacity Results:\n\n"; resultsText += "Inputs:\n"; resultsText += " Sheet Width (W): " + document.getElementById('sheetWidth').value + " mm\n"; resultsText += " Sheet Length (L): " + document.getElementById('sheetLength').value + " mm\n"; resultsText += " Sheet Thickness (t): " + document.getElementById('sheetThickness').value + " mm\n"; resultsText += " Support Span (S): " + document.getElementById('supportSpan').value + " mm\n"; resultsText += " Modulus of Elasticity (E): " + document.getElementById('materialModulus').value + " MPa\n"; resultsText += " Allowable Bending Stress (σ_allow): " + document.getElementById('allowableStress').value + " MPa\n"; resultsText += " Safety Factor (SF): " + document.getElementById('safetyFactor').value + "\n\n"; resultsText += "Calculated Values:\n"; resultsText += " Moment of Inertia (I): " + document.getElementById('momentOfInertia').querySelector('span').textContent + "\n"; resultsText += " Section Modulus (Z): " + document.getElementById('sectionModulus').querySelector('span').textContent + "\n"; resultsText += " Max Deflection (δ): " + document.getElementById('maxDeflection').querySelector('span').textContent + "\n"; resultsText += " Max Load Capacity (with SF): " + document.getElementById('maxLoadCapacity').textContent + "\n\n"; resultsText += "Formula Assumptions:\n"; resultsText += " – Simply supported beam with a central point load.\n"; resultsText += " – Calculations based on bending stress and deflection limits.\n"; try { navigator.clipboard.writeText(resultsText).then(function() { alert('Results copied to clipboard!'); }).catch(function(err) { console.error('Failed to copy results: ', err); // Fallback for older browsers or environments where clipboard API is restricted var textArea = document.createElement("textarea"); textArea.value = resultsText; textArea.style.position = "fixed"; // Avoid scrolling to bottom document.body.appendChild(textArea); textArea.focus(); textArea.select(); try { document.execCommand('copy'); alert('Results copied to clipboard!'); } catch (e) { alert('Failed to copy results. Please copy manually.'); } document.body.removeChild(textArea); }); } catch (e) { console.error('Clipboard API not available: ', e); // Fallback for older browsers or environments where clipboard API is restricted var textArea = document.createElement("textarea"); textArea.value = resultsText; textArea.style.position = "fixed"; // Avoid scrolling to bottom document.body.appendChild(textArea); textArea.focus(); textArea.select(); try { document.execCommand('copy'); alert('Results copied to clipboard!'); } catch (e) { alert('Failed to copy results. Please copy manually.'); } document.body.removeChild(textArea); } } // Charting Logic var chartInstance = null; // To hold the chart instance function updateChart(maxLoadKg, maxDeflectionMm, span, E, I, P_stress_limit) { var canvas = document.getElementById('loadCapacityChart'); if (!canvas) return; // Canvas not found var ctx = canvas.getContext('2d'); if (chartInstance) { chartInstance.destroy(); // Destroy previous chart instance if it exists } // Generate data points for load vs. deflection and load vs. stress var loads = []; var deflections = []; var stresses = []; var max_possible_load_for_deflection_check = (48 * E * I * 0.01 * span) / Math.pow(span, 3); // Max load for 1% deflection limit (example) var max_load_to_plot = Math.max(maxLoadKg * 1.5, P_stress_limit * 1.2, max_possible_load_for_deflection_check * 1.2); // Ensure we plot beyond the calculated max load var step = max_load_to_plot / 50; // Number of data points for (var i = 0; i 0 && calculatedMaxLoad < loads[loads.length – 1]) { ctx.save(); ctx.strokeStyle = 'rgba(0, 128, 0, 0.7)'; // Green line for max load ctx.lineWidth = 1; ctx.setLineDash([5, 5]); // Dashed line var maxLoadX = xAxisScale.getPixelForValue(calculatedMaxLoad); ctx.beginPath(); ctx.moveTo(maxLoadX, chartArea.top); ctx.lineTo(maxLoadX, chartArea.bottom); ctx.stroke(); ctx.restore(); } } } }); } // Initialize chart on page load with default/placeholder values or call calculate once document.addEventListener('DOMContentLoaded', function() { // Add canvas element for the chart var chartContainer = document.createElement('div'); chartContainer.innerHTML = ''; document.querySelector('.calculator-section').appendChild(chartContainer); // Initialize chart with placeholder data or call calculate once // Call calculateLoadCapacity() to populate chart with initial values based on defaults calculateLoadCapacity(); // Setup FAQ toggles var faqQuestions = document.querySelectorAll('.faq-question'); faqQuestions.forEach(function(question) { question.addEventListener('click', function() { this.classList.toggle('active'); var answer = this.nextElementSibling; // Close other answers if needed, or just toggle current one // var allAnswers = document.querySelectorAll('.faq-answer'); // allAnswers.forEach(function(ans) { if (ans !== answer) ans.style.display = 'none'; }); // var allQuestions = document.querySelectorAll('.faq-question'); // allQuestions.forEach(function(q) { if (q !== question) q.classList.remove('active'); }); }); }); }); // Ensure chart is destroyed when navigating away if using SPA framework window.addEventListener('beforeunload', function() { if (chartInstance) { chartInstance.destroy(); } });

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