Plywood Weight Capacity Calculator

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Plywood Weight Capacity Calculator

Determine the safe load-bearing capacity of your plywood sheets.

Plywood Load Capacity Calculator

Enter the distance between the points where the plywood is supported, in inches.
1/4 inch (0.25) 1/2 inch (0.5) 5/8 inch (0.625) 3/4 inch (0.75) 1 inch (1) Select the thickness of the plywood sheet.
Uniformly Distributed Load (UDL) Concentrated Point Load Choose between a load spread evenly across the sheet or a single heavy point load.
A multiplier to ensure safety (typically 1.5 to 3 for structural applications).

Plywood Weight Capacity Results

— lbs
Max Allowable Stress — psi
Max Deflection — in
Max Bending Moment — in-lbs
Plywood Capacity Data
Span (in) Max Load (lbs) Deflection (in)

What is Plywood Weight Capacity?

The Plywood Weight Capacity refers to the maximum load a sheet of plywood can safely support without failing, excessively deflecting, or becoming structurally unsound. This capacity is not a single fixed number but rather a complex calculation that depends on several critical factors, including the plywood's thickness, the span (the distance between supports), the type of load applied (uniformly distributed or concentrated), and the specific grade and type of wood used. Understanding this capacity is vital for anyone involved in construction, shelving, flooring, or any application where plywood bears weight. It ensures the integrity and safety of the structure, preventing costly failures and potential hazards.

Who Should Use a Plywood Weight Capacity Calculator?

This calculator is an indispensable tool for a wide range of professionals and DIY enthusiasts:

  • Contractors and Builders: For determining the appropriate plywood thickness and span for subflooring, roof sheathing, and wall bracing, ensuring compliance with building codes and structural integrity.
  • Shelving Designers and Installers: To calculate how much weight heavy-duty shelves can hold, preventing sagging or collapse.
  • Homeowners: For DIY projects involving building furniture, reinforcing attic floors, or creating platforms that need to support weight.
  • Engineers and Architects: For preliminary structural analysis and design validation.
  • Lumber Suppliers: To provide accurate load information to customers.

Common Misconceptions about Plywood Weight Capacity

A frequent misunderstanding is that all plywood of the same thickness has the same weight capacity. This is rarely true. Factors like the type of wood, the number of plies (layers), and the manufacturing process significantly influence strength. Another misconception is that capacity only relates to breaking strength; in reality, excessive deflection (sagging) can render plywood unsuitable even if it doesn't break. Always consider both strength and stiffness when evaluating plywood capacity.

Plywood Weight Capacity Formula and Mathematical Explanation

Calculating plywood weight capacity involves principles of structural mechanics, specifically the bending of beams. The core idea is to determine the maximum stress and deflection the plywood can withstand under load and then work backward to find the maximum safe load. While exact formulas can be complex due to variations in wood properties and panel construction, a common engineering approach uses beam deflection and stress formulas, adjusted for plywood's orthotropic nature (different properties along different axes). For simplicity and practical estimation, we often use simplified formulas derived from these principles.

The maximum bending moment (M) a uniformly distributed load (W) over a span (L) on a simply supported beam is M = WL/8. For a concentrated load (P) at the center, M = PL/4. The stress (σ) induced is related to the bending moment and the section modulus (S) of the material: σ = M/S. The section modulus for a rectangular cross-section (like a beam) is S = bh²/6, where b is the width and h is the thickness. For plywood, the effective section modulus needs to account for its layered structure and directional strength.

Deflection (Δ) for a uniformly distributed load is Δ = 5wL⁴ / (384EI), and for a concentrated load, Δ = PL³ / (48EI). Here, E is the modulus of elasticity (stiffness) of the material, and I is the moment of inertia of the cross-section. For plywood, E varies depending on the direction (parallel vs. perpendicular to the grain of the face plies), and I is related to the section modulus.

Our calculator simplifies these concepts by using empirical data and industry-standard formulas that approximate the behavior of common plywood grades. It calculates the maximum allowable bending moment based on typical material properties for the selected thickness and then determines the load that produces this moment, factoring in the span and load type. A safety factor is applied to reduce the calculated maximum load to a safe working load.

Simplified Calculation Logic:

  1. Determine Material Properties: Based on thickness, estimate Modulus of Rupture (MOR – related to strength) and Modulus of Elasticity (MOE – related to stiffness) for plywood. These values are often derived from span tables and engineering handbooks.
  2. Calculate Section Modulus (S): For a 12-inch wide strip (typical unit for calculations), S ≈ (12 * thickness²) / 6.
  3. Calculate Moment of Inertia (I): For a 12-inch wide strip, I ≈ (12 * thickness³) / 12.
  4. Maximum Bending Moment (M_max): Based on typical MOR values for plywood, M_max ≈ MOR * S.
  5. Load Calculation:
    • Uniformly Distributed Load (UDL): M_max = W_max * L / 8 => W_max = (8 * M_max) / L. The calculator converts this to pounds per square foot or per sheet.
    • Concentrated Point Load (P_max): M_max = P_max * L / 4 => P_max = (4 * M_max) / L.
  6. Deflection Check: Calculate the deflection under the estimated maximum load using the appropriate formula (Δ ≈ 5wL⁴ / (384EI) for UDL, Δ ≈ PL³ / (48EI) for Point Load). Compare this to allowable deflection limits (often L/360 or L/240). The calculator computes the deflection for the *safe working load*.
  7. Safety Factor Application: The final Safe Load Capacity = Calculated Max Load / Safety Factor.

Variables Table

Variable Meaning Unit Typical Range / Notes
L Span Length inches (in) 12 – 96 (or more)
t Plywood Thickness inches (in) 0.25 – 1.0+
MOR Modulus of Rupture (Strength) pounds per square inch (psi) ~5,000 – 8,000 (varies greatly)
MOE Modulus of Elasticity (Stiffness) pounds per square inch (psi) ~700,000 – 1,500,000 (varies greatly)
S Section Modulus cubic inches (in³) Calculated based on thickness
I Moment of Inertia biquadratic inches (in⁴) Calculated based on thickness
Mmax Maximum Bending Moment inch-pounds (in-lbs) Calculated
Wmax Maximum Uniformly Distributed Load pounds (lbs) Calculated
Pmax Maximum Concentrated Point Load pounds (lbs) Calculated
SF Safety Factor Unitless 1.5 – 3.0 (common)
Load Capacity Safe Working Load pounds (lbs) Final Calculated Value
Deflection Maximum Sag inches (in) Calculated; compared to allowable limits

Practical Examples (Real-World Use Cases)

Example 1: Building a Workbench Shelf

Scenario: You're building a sturdy workbench and need to install a shelf using 3/4-inch plywood. The shelf will span 36 inches between two supports. You anticipate storing heavy tools, so you want to be conservative. You choose a safety factor of 2.5.

Inputs:

  • Span Length: 36 inches
  • Plywood Thickness: 3/4 inch (0.75)
  • Load Type: Uniformly Distributed Load (UDL)
  • Safety Factor: 2.5

Calculator Output (Hypothetical):

  • Main Result: Max Load Capacity: 170 lbs
  • Max Allowable Stress: 4,500 psi
  • Max Deflection: 0.15 inches
  • Max Bending Moment: 6,075 in-lbs

Interpretation: The calculator suggests that a 3/4-inch plywood shelf spanning 36 inches, using a safety factor of 2.5, can safely hold approximately 170 lbs distributed evenly across its surface. The calculated maximum deflection is well within typical limits (e.g., L/360 which is 0.1 inches for 36 inches), indicating good rigidity for this load. This capacity is suitable for most common tool storage needs on a workbench.

Example 2: Attic Storage Platform

Scenario: You want to create a storage platform in your attic using 1/2-inch plywood. The joists are spaced 16 inches apart, so your span length is 16 inches. You plan to store lighter items like holiday decorations, so a higher safety factor isn't strictly necessary, but you'll use the default of 2.

Inputs:

  • Span Length: 16 inches
  • Plywood Thickness: 1/2 inch (0.5)
  • Load Type: Uniformly Distributed Load (UDL)
  • Safety Factor: 2

Calculator Output (Hypothetical):

  • Main Result: Max Load Capacity: 95 lbs
  • Max Allowable Stress: 3,800 psi
  • Max Deflection: 0.04 inches
  • Max Bending Moment: 1,067 in-lbs

Interpretation: For a 16-inch span with 1/2-inch plywood and a safety factor of 2, the calculator estimates a safe load capacity of around 95 lbs distributed across the plywood area supported by that span. The deflection is minimal, ensuring the platform remains rigid. This capacity is more than adequate for storing boxes of decorations, seasonal clothing, or similar light-to-medium weight items.

How to Use This Plywood Weight Capacity Calculator

Using the Plywood Weight Capacity Calculator is straightforward. Follow these steps:

  1. Measure the Span Length: Accurately determine the distance between the centers of the supports (joists, brackets, etc.) that will hold the plywood. Enter this value in inches.
  2. Select Plywood Thickness: Choose the thickness of the plywood sheet you are using from the dropdown menu. Common thicknesses include 1/4″, 1/2″, 5/8″, 3/4″, and 1″.
  3. Choose Load Type: Select 'Uniformly Distributed Load (UDL)' if the weight will be spread evenly across the plywood surface (like stored items or flooring). Choose 'Concentrated Point Load' if the weight will be applied at a single spot (like the leg of a heavy piece of furniture). Note that point loads are generally more demanding on materials.
  4. Set the Safety Factor: Enter a safety factor. A higher number provides a greater margin of safety. For non-critical applications, 1.5 might suffice, but for structural or safety-critical areas, 2 or higher is recommended. The default is often 2.
  5. Click Calculate: Press the "Calculate Capacity" button.

How to Read Results

  • Max Load Capacity (Primary Result): This is the most important figure – the maximum weight the plywood section can safely bear under the specified conditions. It's displayed prominently in pounds (lbs).
  • Max Allowable Stress: This indicates the peak stress the plywood material is calculated to experience. It should be below the material's ultimate strength (MOR).
  • Max Deflection: This is the calculated maximum sag of the plywood under the safe working load. Lower deflection means a stiffer, more rigid surface. Compare this to industry standards (e.g., L/360 for floors).
  • Max Bending Moment: This represents the maximum internal moment the plywood section must resist due to the applied load and span.
  • Chart and Table: These visualizations provide a broader perspective, showing capacity trends across different spans or loads and offering detailed data points.

Decision-Making Guidance

Use the calculated capacity to decide if your chosen plywood configuration is suitable for your application. If the calculated capacity is lower than your expected load, you have a few options:

  • Use thicker plywood.
  • Reduce the span length (add more supports).
  • Distribute the load more evenly.
  • Lower the safety factor (use with caution and professional advice).

Always err on the side of caution, especially in applications where structural failure could lead to injury or significant damage.

Key Factors That Affect Plywood Weight Capacity Results

Several variables significantly influence the calculated weight capacity of plywood:

  1. Plywood Thickness: This is perhaps the most critical factor. Thicker plywood has a much higher load capacity and stiffness due to its increased cross-sectional dimension, which is cubed in deflection calculations and squared in stress calculations. Doubling the thickness can increase capacity by a factor of four or more.
  2. Span Length: Load capacity is inversely related to the span, often to the third or fourth power in deflection calculations. Longer spans drastically reduce the allowable load. Shortening the span by adding more supports is one of the most effective ways to increase capacity.
  3. Load Type: A uniformly distributed load (UDL) is less stressful on the material than a concentrated point load of the same total weight. This is because the maximum bending moment is lower for a UDL (WL/8 vs. PL/4). The calculator accounts for this difference.
  4. Plywood Grade and Type: Not all plywood is created equal. Hardwood plywood (like oak or maple veneer) may have different strength properties than softwood plywood (like fir or pine). The specific grade (e.g., APA ratings) indicates quality and expected performance, impacting MOR and MOE. The number of plies also plays a role.
  5. Moisture Content: Plywood's strength and stiffness can be affected by moisture. Wet or damp plywood can be weaker and more prone to sagging than dry plywood. Ensure the plywood is at an appropriate moisture level for its intended use.
  6. Support Conditions: The calculator typically assumes simple supports (ends resting freely). If the plywood is rigidly fixed or continuous over multiple spans, its load capacity and deflection characteristics can change. Understanding how the plywood is actually supported is key.
  7. Direction of Load: Plywood is orthotropic, meaning its strength varies depending on the direction relative to the wood grain of the face veneers. Typically, it's stronger and stiffer parallel to the grain of the face plies. Load capacity calculations often assume the load is applied in the direction that utilizes the plywood's strongest properties, but this should be verified for critical applications.

Frequently Asked Questions (FAQ)

Q1: What is the difference between UDL and a Point Load?

A: A Uniformly Distributed Load (UDL) means the weight is spread evenly over the entire surface of the plywood (e.g., items stored on a shelf). A Concentrated Point Load means the entire weight is applied at a single small area (e.g., the leg of a heavy machine). Point loads create higher stress concentrations and bending moments, thus reducing the safe capacity compared to a UDL of the same total weight.

Q2: How does plywood thickness affect its load capacity?

A: Thickness is a major factor. Thicker plywood can support significantly more weight and resist deflection better. The relationship is not linear; doubling the thickness can increase capacity by more than four times.

Q3: What span length is common for plywood?

A: Common span lengths depend on the intended use and plywood thickness. For subflooring, 16 inches or 24 inches on center for joists are typical. For shelving, spans can vary widely, but longer spans require thicker plywood or reduced loads.

Q4: What is a suitable safety factor for plywood?

A: For general purposes and DIY projects, a safety factor of 2 is often adequate. For structural applications, flooring, or where human safety is a concern, a safety factor of 2.5 or 3 is recommended to account for variations in material, load, and usage.

Q5: Does the type of wood in the plywood matter?

A: Yes. Hardwood plywood generally has higher strength and stiffness properties than softwood plywood. The specific species used for the veneers and core affect the overall performance.

Q6: Can I use this calculator for OSB (Oriented Strand Board)?

A: This calculator is specifically designed for plywood, which has a different construction (layers of veneer). While OSB also has load-bearing capabilities, its strength properties differ. You would need a separate calculator or different input parameters designed for OSB.

Q7: What does deflection mean in this context?

A: Deflection is the amount the plywood sags or bends under load. Excessive deflection can make a surface feel bouncy or unstable, even if it hasn't reached its breaking point. Building codes often specify maximum allowable deflection limits (e.g., L/360 for floors).

Q8: How should I interpret results if the calculated deflection is high but the load capacity is sufficient?

A: If the calculated deflection exceeds acceptable limits for your application (e.g., feels too bouncy for a floor), you may need to use thicker plywood or reduce the span, even if the calculated weight capacity is still adequate. Stiffness (related to MOE) becomes the limiting factor in such cases.

Related Tools and Internal Resources

var chartInstance = null; // Global variable to hold chart instance function validateInput(id, min, max, fieldName) { var value = parseFloat(document.getElementById(id).value); var errorElement = document.getElementById(id + "Error"); if (isNaN(value)) { errorElement.textContent = fieldName + " cannot be empty."; return false; } if (value <= 0) { errorElement.textContent = fieldName + " must be positive."; return false; } if (min !== null && value max) { errorElement.textContent = fieldName + " must be no more than " + max + "."; return false; } errorElement.textContent = ""; return true; } function calculatePlywoodCapacity() { // Clear previous errors document.getElementById('spanLengthError').textContent = "; document.getElementById('safetyFactorError').textContent = "; // Get input values var spanLength = parseFloat(document.getElementById('spanLength').value); var plywoodThickness = parseFloat(document.getElementById('plywoodThickness').value); var loadType = document.getElementById('loadType').value; var safetyFactor = parseFloat(document.getElementById('safetyFactor').value); // — Input Validation — var isValid = true; if (!validateInput('spanLength', 1, null, 'Span Length')) isValid = false; if (!validateInput('safetyFactor', 1.1, null, 'Safety Factor')) isValid = false; // Safety factor should realistically be > 1 if (!isValid) { document.getElementById('mainResult').innerHTML = '– lbs'; document.getElementById('maxAllowableStress').innerHTML = 'Max Allowable Stress— psi'; document.getElementById('maxDeflection').innerHTML = 'Max Deflection— in'; document.getElementById('bendingMoment').innerHTML = 'Max Bending Moment— in-lbs'; document.getElementById('formula-explanation').innerHTML = "; clearChart(); clearTable(); return; } // — Material Properties & Constants (Approximations for common softwood plywood) — // These values are illustrative and can vary significantly. // For simplicity, we'll use generic values based on thickness. var MOR_psi, MOE_psi, allowable_stress_psi; var width = 12; // Using a 12-inch wide strip for calculations if (plywoodThickness === 0.25) { // 1/4 inch MOR_psi = 4000; MOE_psi = 600000; allowable_stress_psi = 3000; // Lower values for thin ply } else if (plywoodThickness === 0.5) { // 1/2 inch MOR_psi = 4500; MOE_psi = 800000; allowable_stress_psi = 3500; } else if (plywoodThickness === 0.625) { // 5/8 inch MOR_psi = 5000; MOE_psi = 950000; allowable_stress_psi = 3800; } else if (plywoodThickness === 0.75) { // 3/4 inch MOR_psi = 5500; MOE_psi = 1100000; allowable_stress_psi = 4000; } else if (plywoodThickness === 1) { // 1 inch MOR_psi = 6000; MOE_psi = 1300000; allowable_stress_psi = 4200; } else { // Default for thicker plywood, might need more specific data MOR_psi = 5500; MOE_psi = 1100000; allowable_stress_psi = 4000; } // — Calculations — // Section Modulus (S) for a 12-inch wide strip var S = (width * Math.pow(plywoodThickness, 2)) / 6; // Moment of Inertia (I) for a 12-inch wide strip var I = (width * Math.pow(plywoodThickness, 3)) / 12; // Maximum Bending Moment (M_max) based on allowable stress var maxBendingMoment = allowable_stress_psi * S; // Calculate Maximum Load based on load type and M_max var maxLoad_lbs; // This is the theoretical max load before failure (or exceeding allowable stress) var formulaText = "; var maxDeflection_in; var loadPerFoot_lbs; // To display results more intuitively var effectiveSpanFt = spanLength / 12; if (loadType === "uniform") { // M = WL/8 => W = 8M/L maxLoad_lbs = (8 * maxBendingMoment) / spanLength; formulaText = "For Uniformly Distributed Load (UDL): Max Load = (8 * Max Bending Moment) / Span Length"; // Calculate deflection for this max load to see peak sag var w_per_inch = maxLoad_lbs / spanLength; // Load per inch of span for this 12″ width strip var deflectionAtMaxLoad = (5 * w_per_inch * Math.pow(spanLength, 4)) / (384 * MOE_psi * I); // Calculate max allowable load based on deflection limit (e.g., L/240 for general shelf, L/360 for floor) // Let's use L/240 as a common deflection limit for general applications var allowableDeflection = spanLength / 240; var maxLoadBasedOnDeflection = (384 * MOE_psi * I * allowableDeflection) / (5 * Math.pow(spanLength, 4)); // The actual load capacity is the LOWER of the limit set by stress or deflection if (maxLoad_lbs > maxLoadBasedOnDeflection) { maxLoad_lbs = maxLoadBasedOnDeflection; formulaText += "Deflection Limit (L/240) also considered."; } // Calculate deflection under the SAFE working load var safeWorkingLoad_lbs = maxLoad_lbs / safetyFactor; var safeW_per_inch = safeWorkingLoad_lbs / spanLength; maxDeflection_in = (5 * safeW_per_inch * Math.pow(spanLength, 4)) / (384 * MOE_psi * I); } else { // Concentrated Point Load // M = PL/4 => P = 4M/L maxLoad_lbs = (4 * maxBendingMoment) / spanLength; formulaText = "For Concentrated Point Load: Max Load = (4 * Max Bending Moment) / Span Length"; // Calculate deflection for this max load var deflectionAtMaxLoad = (maxLoad_lbs * Math.pow(spanLength, 3)) / (48 * MOE_psi * I); // Calculate max allowable load based on deflection limit (e.g., L/240) var allowableDeflection = spanLength / 240; var maxLoadBasedOnDeflection = (48 * MOE_psi * I * allowableDeflection) / Math.pow(spanLength, 3); // The actual load capacity is the LOWER of the limit set by stress or deflection if (maxLoad_lbs > maxLoadBasedOnDeflection) { maxLoad_lbs = maxLoadBasedOnDeflection; formulaText += "Deflection Limit (L/240) also considered."; } // Calculate deflection under the SAFE working load var safeWorkingLoad_lbs = maxLoad_lbs / safetyFactor; maxDeflection_in = (safeWorkingLoad_lbs * Math.pow(spanLength, 3)) / (48 * MOE_psi * I); } // Final Safe Working Load Capacity var safeWorkingLoad_lbs = maxLoad_lbs / safetyFactor; // — Display Results — document.getElementById('mainResult').innerHTML = safeWorkingLoad_lbs.toFixed(1) + ' lbs'; document.getElementById('maxAllowableStress').innerHTML = 'Max Allowable Stress' + allowable_stress_psi.toFixed(0) + ' psi'; document.getElementById('maxDeflection').innerHTML = 'Max Deflection' + maxDeflection_in.toFixed(3) + ' in'; document.getElementById('bendingMoment').innerHTML = 'Max Bending Moment' + maxBendingMoment.toFixed(0) + ' in-lbs'; document.getElementById('formula-explanation').innerHTML = 'Formula Basis: ' + formulaText + '. The result is divided by the Safety Factor (' + safetyFactor + ') to get the Safe Working Load. Deflection is checked against a limit of Span/240.'; // — Update Chart and Table — generateChartAndTable(spanLength, safeWorkingLoad_lbs, maxDeflection_in); } function generateChartAndTable(currentSpan, currentLoad, currentDeflection) { var canvas = document.getElementById('capacityChart'); var ctx = canvas.getContext('2d'); // Clear previous chart if it exists if (chartInstance) { chartInstance.destroy(); } var baseSpan = parseFloat(document.getElementById('spanLength').value); var baseThickness = parseFloat(document.getElementById('plywoodThickness').value); var baseLoadType = document.getElementById('loadType').value; var baseSafetyFactor = parseFloat(document.getElementById('safetyFactor').value); var dataPoints = []; var chartMaxSpan = baseSpan * 1.5; // Extend chart range a bit if (chartMaxSpan < 48) chartMaxSpan = 48; // Ensure a minimum range for (var i = 6; i maxLoadBasedOnDeflection_chart) { maxLoad_lbs_chart = maxLoadBasedOnDeflection_chart; } var safeWorkingLoad_chart = maxLoad_lbs_chart / safetyFactorForCalc; var safeW_per_inch_chart = safeWorkingLoad_chart / spanForCalc; deflection_chart = (5 * safeW_per_inch_chart * Math.pow(spanForCalc, 4)) / (384 * MOE_psi_chart * I_chart); } else { // Point load maxLoad_lbs_chart = (4 * maxBendingMoment_chart) / spanForCalc; var deflectionAtMaxLoad_chart = (maxLoad_lbs_chart * Math.pow(spanForCalc, 3)) / (48 * MOE_psi_chart * I_chart); var maxLoadBasedOnDeflection_chart = (48 * MOE_psi_chart * I_chart * allowableDeflection_chart) / Math.pow(spanForCalc, 3); if (maxLoad_lbs_chart > maxLoadBasedOnDeflection_chart) { maxLoad_lbs_chart = maxLoadBasedOnDeflection_chart; } var safeWorkingLoad_chart = maxLoad_lbs_chart / safetyFactorForCalc; deflection_chart = (safeWorkingLoad_chart * Math.pow(spanForCalc, 3)) / (48 * MOE_psi_chart * I_chart); } dataPoints.push({ span: spanForCalc, load: safeWorkingLoad_chart, deflection: deflection_chart }); } // Ensure current calculated values are included if not already var currentPointExists = dataPoints.some(p => p.span === currentSpan); if (!currentPointExists) { dataPoints.push({ span: currentSpan, load: currentLoad, deflection: currentDeflection }); dataPoints.sort(function(a, b) { return a.span – b.span; }); } var spans = dataPoints.map(p => p.span); var loads = dataPoints.map(p => p.load); var deflections = dataPoints.map(p => p.deflection); // Adjust Y-axis scale for better visualization var maxLoadValue = Math.max(…loads); var maxDeflectionValue = Math.max(…deflections); var yAxisMaxLoad = maxLoadValue * 1.2; var yAxisMaxDeflection = maxDeflectionValue * 1.2 > 0.1 ? maxDeflectionValue * 1.2 : 0.1; // Ensure minimum visibility // Set canvas size based on container width var chartContainer = document.getElementById('calculator-section'); var chartWidth = chartContainer.offsetWidth * 0.95; // Use 95% of container width canvas.width = chartWidth; canvas.height = chartWidth * 0.5; // Maintain aspect ratio chartInstance = new Chart(ctx, { type: 'line', data: { labels: spans.map(s => s.toFixed(0) + '"'), // Label spans as inches datasets: [{ label: 'Max Load Capacity (lbs)', data: loads, borderColor: '#004a99', backgroundColor: 'rgba(0, 74, 153, 0.1)', fill: false, tension: 0.1, yAxisID: 'y-load' }, { label: 'Max Deflection (in)', data: deflections, borderColor: '#28a745', backgroundColor: 'rgba(40, 167, 69, 0.1)', fill: false, tension: 0.1, yAxisID: 'y-deflection' }] }, options: { responsive: true, // var Chart.js handle responsiveness maintainAspectRatio: false, // Allow custom height/width plugins: { title: { display: true, text: 'Plywood Capacity vs. Span Length' }, tooltip: { mode: 'index', intersect: false } }, hover: { mode: 'index', intersect: false }, scales: { x: { title: { display: true, text: 'Span Length (inches)' } }, y-load: { type: 'linear', position: 'left', title: { display: true, text: 'Max Load (lbs)' }, min: 0, max: yAxisMaxLoad, grid: { drawOnChartArea: true, } }, y-deflection: { type: 'linear', position: 'right', title: { display: true, text: 'Max Deflection (in)' }, min: 0, max: yAxisMaxDeflection, grid: { drawOnChartArea: false, // Only show grid lines for the primary y-axis } } } } }); // Update Table var tableBody = document.querySelector('#dataDisplayTable tbody'); tableBody.innerHTML = "; // Clear existing rows dataPoints.forEach(function(point) { var row = tableBody.insertRow(); var cellSpan = row.insertCell(); var cellLoad = row.insertCell(); var cellDeflection = row.insertCell(); cellSpan.textContent = point.span.toFixed(0) + '"'; cellLoad.textContent = point.load.toFixed(1) + ' lbs'; cellDeflection.textContent = point.deflection.toFixed(3) + ' in'; }); document.getElementById('chartCaption').innerHTML = 'Chart: Load Capacity and Deflection across different span lengths for ' + baseThickness + '" plywood, ' + baseLoadType + ' load, Safety Factor ' + baseSafetyFactor + '.'; } function clearChart() { var canvas = document.getElementById('capacityChart'); var ctx = canvas.getContext('2d'); ctx.clearRect(0, 0, canvas.width, canvas.height); // Clear the canvas if (chartInstance) { chartInstance.destroy(); chartInstance = null; } document.getElementById('chartCaption').innerHTML = "; } function clearTable() { var tableBody = document.querySelector('#dataDisplayTable tbody'); tableBody.innerHTML = "; } function copyResults() { var mainResult = document.getElementById('mainResult').textContent; var maxStress = document.getElementById('maxAllowableStress').textContent; var maxDeflection = document.getElementById('maxDeflection').textContent; var bendingMoment = document.getElementById('bendingMoment').textContent; var formula = document.getElementById('formula-explanation').textContent; var chartInfo = document.getElementById('chartCaption').textContent; var assumptions = "Assumptions:\n"; assumptions += "- Span Length: " + document.getElementById('spanLength').value + " in\n"; assumptions += "- Plywood Thickness: " + document.getElementById('plywoodThickness').options[document.getElementById('plywoodThickness').selectedIndex].text + "\n"; assumptions += "- Load Type: " + document.getElementById('loadType').options[document.getElementById('loadType').selectedIndex].text + "\n"; assumptions += "- Safety Factor: " + document.getElementById('safetyFactor').value + "\n"; var textToCopy = "Plywood Weight Capacity Results:\n\n"; textToCopy += "—————————-\n"; textToCopy += "Main Result: " + mainResult + "\n"; textToCopy += "—————————-\n\n"; textToCopy += "Intermediate Values:\n"; textToCopy += "- " + maxStress + "\n"; textToCopy += "- " + maxDeflection + "\n"; textToCopy += "- " + bendingMoment + "\n\n"; textToCopy += "Formula Explanation:\n" + formula + "\n\n"; textToCopy += assumptions + "\n"; textToCopy += chartInfo; // Use a temporary textarea to copy to clipboard var tempTextArea = document.createElement("textarea"); tempTextArea.value = textToCopy; document.body.appendChild(tempTextArea); tempTextArea.select(); try { var successful = document.execCommand('copy'); var msg = successful ? 'Results copied!' : 'Copying failed!'; // Optional: Show a temporary notification alert(msg); } catch (err) { alert('Oops, unable to copy. Please copy manually.'); } document.body.removeChild(tempTextArea); } function resetCalculator() { document.getElementById('spanLength').value = 24; document.getElementById('plywoodThickness').value = 0.75; // Default to 3/4 inch document.getElementById('loadType').value = 'uniform'; document.getElementById('safetyFactor').value = 2; // Clear errors document.getElementById('spanLengthError').textContent = "; document.getElementById('safetyFactorError').textContent = "; // Clear results and chart/table document.getElementById('mainResult').innerHTML = '– lbs'; document.getElementById('maxAllowableStress').innerHTML = 'Max Allowable Stress— psi'; document.getElementById('maxDeflection').innerHTML = 'Max Deflection— in'; document.getElementById('bendingMoment').innerHTML = 'Max Bending Moment— in-lbs'; document.getElementById('formula-explanation').innerHTML = "; clearChart(); clearTable(); // Trigger calculation with reset values calculatePlywoodCapacity(); } // Initial calculation on page load window.onload = function() { calculatePlywoodCapacity(); }; // Re-calculate on input change if the value is valid and not empty document.getElementById('spanLength').addEventListener('input', calculatePlywoodCapacity); document.getElementById('plywoodThickness').addEventListener('change', calculatePlywoodCapacity); document.getElementById('loadType').addEventListener('change', calculatePlywoodCapacity); document.getElementById('safetyFactor').addEventListener('input', calculatePlywoodCapacity); // Load Chart.js library – NOTE: In a real WP theme, this would be enqueued properly. // For a single HTML file, we embed it directly. var script = document.createElement('script'); script.src = 'https://cdn.jsdelivr.net/npm/chart.js@3.7.0/dist/chart.min.js'; script.onload = function() { console.log("Chart.js loaded."); // Ensure calculation happens after chart.js is loaded calculatePlywoodCapacity(); }; document.head.appendChild(script);

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