Calculating Weight Capacity of Shelf

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Shelf Weight Capacity Calculator

Determine the safe maximum load for your shelves to prevent damage and ensure safety.

Enter the total length of the shelf in inches.
3/4 Inch Plywood/Particle Board 1 Inch Solid Wood 18 Gauge Steel 3/8 Inch Tempered Glass Select the material and thickness of your shelf.
Distance between shelf supports (brackets/uprights) in inches. Max spacing is usually 24 inches.
Evenly Distributed Concentrated (single point) How will the weight be placed on the shelf?
A multiplier for safety (e.g., 2 means capacity is half of theoretical failure point). Higher is safer.

Calculation Results

Max Recommended Load
Theoretical Failure Load
Deflection Limit
Formula Basis: Shelf capacity is typically determined by a combination of material strength (yield strength, modulus of elasticity), geometry (length, thickness), support conditions, and desired deflection limits. This calculator uses simplified engineering principles, considering beam bending formulas and material properties.

Key Formula Elements:
  • Bending Moment (M): Related to the load and its distribution.
  • Section Modulus (S): Geometric property of the shelf's cross-section.
  • Modulus of Elasticity (E): Material's stiffness.
  • Moment of Inertia (I): Resistance to bending.
  • Maximum Stress (σ): Force per unit area.
  • Deflection (δ): How much the shelf sags.
Max Recommended Load = (Theoretical Failure Load) / (Safety Factor)

Load vs. Deflection Projection

Max Recommended Load
Projected Load
Estimated shelf deflection at various load levels.
Variable Value Unit
Shelf Lengthin
Support Spacingin
Shelf MaterialN/A
Load DistributionN/A
Safety FactorN/A
Max Recommended Loadlbs
Theoretical Failure Loadlbs
Deflection Limit (L/360)in
Summary of Inputs and Key Outputs
Enter values and click "Calculate Capacity".

Understanding and Calculating Shelf Weight Capacity

Accurately determining the weight capacity of a shelf is crucial for safe and efficient storage. This guide explains what shelf weight capacity means, how it's calculated, and provides practical examples using our specialized calculator.

What is Shelf Weight Capacity?

Shelf weight capacity refers to the maximum amount of weight a shelf can safely hold without significant sagging, bending, breaking, or causing structural failure. It's a critical safety specification for any shelving unit, whether for home, office, or industrial use. Understanding this limit prevents damage to stored items, protects the shelving unit itself from irreparable harm, and, most importantly, avoids potential accidents and injuries.

Who should use it? Anyone who installs or uses shelves needs to consider their weight capacity. This includes homeowners organizing garages and living spaces, librarians managing book collections, businesses storing inventory, workshops holding tools, and even retail stores displaying merchandise. Essentially, any situation where items are placed on a horizontal surface supported at its ends or by brackets requires an awareness of weight limits.

Common Misconceptions:

  • "If it looks strong, it is strong." Shelf strength is not always visually obvious. Thin materials can be surprisingly strong if designed correctly, while thicker materials might be weaker if made of brittle or poorly supported substances.
  • "All shelves of the same size hold the same weight." Material, thickness, support spacing, and how the weight is distributed drastically alter capacity. A 36-inch plywood shelf will hold very different weights than a 36-inch steel shelf.
  • "Weight capacity is a fixed, absolute number." Capacity is often an estimate based on ideal conditions. Factors like humidity, temperature, wear and tear, and improper installation can reduce a shelf's actual load-bearing capability.
  • "Sagging is harmless." While minor sagging might seem acceptable, excessive deflection can indicate the shelf is near its limit, potentially leading to failure or damaging the contents.

Shelf Weight Capacity Formula and Mathematical Explanation

Calculating the exact weight capacity of a shelf involves complex engineering principles, primarily related to the physics of beam bending. The precise formula depends heavily on the shelf's material, dimensions, support structure, and the nature of the load. However, the core concepts revolve around stress, strain, and deflection.

A simplified approach considers the shelf as a beam supported at its ends (or at intervals by brackets). The maximum bending stress (σ) experienced by the beam under a given load must remain below the material's yield strength (σ_y). The maximum deflection (δ) should also be limited to prevent damage or aesthetic issues.

For a uniformly distributed load (UDL) on a simply supported beam, the maximum bending moment (M) occurs at the center and is given by:

M = (W * L) / 8

Where:

  • W is the total weight on the shelf (lbs or kg)
  • L is the span between supports (inches or meters)

The maximum bending stress is then:

σ = M / S

Where:

  • S is the section modulus of the shelf's cross-section (in³ or cm³). This is a geometric property that depends on the shape and dimensions of the shelf's material profile.

To find the maximum load capacity (W_max), we set the stress equal to the material's allowable stress (σ_allowable), which is typically the yield strength divided by a safety factor:

W_max = (8 * S * σ_allowable) / L

For deflection, a common limit is L/360 (meaning the sag should not exceed 1/360th of the span). For a UDL, the maximum deflection (δ) is:

δ = (5 * W * L³) / (384 * E * I)

Where:

  • E is the modulus of elasticity of the material (e.g., psi or GPa), representing its stiffness.
  • I is the moment of inertia of the shelf's cross-section (in⁴ or cm⁴), another geometric property related to how the material is distributed relative to the bending axis.

The calculator uses these principles, adapted for different load types (distributed vs. concentrated) and employing typical material properties and safety factors for common shelf materials.

Variables Table

Variable Meaning Unit Typical Range / Notes
L (Shelf Span / Support Spacing) Distance between points of support. inches (in) 12 – 36 (common home); up to 96+ (industrial)
S (Section Modulus) Geometric property indicating resistance to bending stress. in³ Varies greatly by material profile (e.g., ~0.45 for 3/4″ plywood). Calculated internally.
E (Modulus of Elasticity) Material stiffness. psi (pounds per square inch) Wood: 1-2 million; Steel: ~29 million; Glass: ~10 million.
I (Moment of Inertia) Geometric property indicating resistance to bending deflection. in⁴ Varies greatly by material profile (e.g., ~0.03 for 3/4″ plywood). Calculated internally.
σ_allowable (Allowable Stress) Maximum stress the material can handle safely. psi Yield Strength / Safety Factor. Specific to material.
δ_limit (Deflection Limit) Maximum permissible sag. inches (in) Often L/360 (e.g., 0.33 inches for a 96″ shelf).
SF (Safety Factor) Multiplier to ensure safety margin. Unitless Typically 1.5 – 5. Higher for critical applications.
W (Weight) Load applied to the shelf. pounds (lbs) Calculated for capacity, applied for testing.

Practical Examples (Real-World Use Cases)

Example 1: Garage Shelving for Heavy Tools

Scenario: A homeowner is installing a sturdy 48-inch long shelf made of 1-inch solid wood in their garage to store heavy power tools like a drill press and circular saw. They plan to place two robust metal brackets supporting the shelf, spaced 24 inches apart.

Inputs:

  • Shelf Length: 48 inches
  • Shelf Material: 1 Inch Solid Wood
  • Support Spacing: 24 inches
  • Load Distribution: Evenly Distributed
  • Safety Factor: 3 (chosen for heavy, potentially expensive tools)

Calculation & Interpretation: The calculator determines that for this setup, the theoretical failure load might be around 250 lbs. However, applying a safety factor of 3, the Max Recommended Load is approximately 83 lbs. The calculator also shows a maximum deflection limit of roughly 0.067 inches (L/360 for 24 inches), ensuring the shelf won't sag excessively under load.

Decision Guidance: This means the homeowner should ensure the total weight of the power tools stored on this section of the shelf does not exceed 83 lbs. They should distribute the tools evenly between the two supports and avoid concentrating all the weight in one spot.

Example 2: Living Room Floating Shelf for Books

Scenario: Someone wants to install a 36-inch floating shelf made of 3/4 inch plywood in their living room to display a collection of books. Since floating shelves have hidden support, the effective "support spacing" is close to the full shelf length, and the load is distributed.

Inputs:

  • Shelf Length: 36 inches
  • Shelf Material: 3/4 Inch Plywood
  • Support Spacing: 36 inches (effective span for floating mount)
  • Load Distribution: Evenly Distributed
  • Safety Factor: 2 (standard for residential items like books)

Calculation & Interpretation: The calculator estimates the theoretical failure load for this scenario to be around 120 lbs. With a safety factor of 2, the Max Recommended Load is calculated to be approximately 60 lbs. The deflection limit (L/360 for 36 inches) is about 0.1 inches.

Decision Guidance: This shelf can safely hold up to 60 lbs of books. The user should be mindful of the weight of hardcover books, especially when stacked densely. If the shelf starts to show noticeable sag, it's a sign it's nearing its capacity or the safety factor needs adjustment.

These examples highlight how material, span, and safety factor critically influence the weight capacity of a shelf.

How to Use This Shelf Weight Capacity Calculator

Our calculator is designed for ease of use. Follow these steps to determine your shelf's safe weight limit:

  1. Enter Shelf Length: Input the total length of the shelf in inches.
  2. Select Shelf Material: Choose your shelf's material and thickness from the dropdown menu. This is crucial as different materials have vastly different strengths.
  3. Input Support Spacing: Provide the distance in inches between the points where the shelf is supported (e.g., brackets, uprights, shelf pins). For floating shelves, this is often the full length. Shorter spacing significantly increases capacity.
  4. Choose Load Distribution: Select whether the weight will be "Evenly Distributed" across the shelf or "Concentrated" at a single point. Concentrated loads put much higher stress on the shelf.
  5. Set Safety Factor: A safety factor is a multiplier applied to the theoretical failure load to determine the safe working load. A factor of 2 means the shelf is rated to hold half the weight that would cause failure. Higher factors increase safety but reduce the practical capacity. Use 2 for general home use, 3 or more for critical applications or heavy items.
  6. Click "Calculate Capacity": The calculator will process your inputs.

Reading the Results:

  • Primary Result (Highlighted): This shows the Max Recommended Load in pounds (lbs) – the weight your shelf can safely hold based on your inputs and safety factor.
  • Intermediate Values:
    • Theoretical Failure Load: The estimated weight that would cause the shelf to break or permanently deform.
    • Max Recommended Load: Theoretical Failure Load divided by the Safety Factor. This is your actionable capacity.
    • Deflection Limit: The maximum allowable sag, often calculated as L/360, ensuring the shelf remains reasonably flat.
  • Chart: Visualizes how the estimated deflection changes with increasing load, showing where the recommended capacity lies relative to potential failure.
  • Table: Summarizes your inputs and the key calculated outputs for easy reference.

Decision-Making Guidance:

Use the "Max Recommended Load" as your absolute upper limit. Always aim to load shelves well below this limit, especially if the load distribution is uneven or the items are valuable or hazardous. If the calculated capacity seems too low for your needs, consider shorter shelf lengths, closer support spacing, stronger materials, or thicker dimensions. Remember that this calculator provides an estimate; consult engineering specifications for critical industrial applications.

Key Factors That Affect Shelf Weight Capacity

Several factors interact to determine how much weight a shelf can bear. Understanding these is key to accurate capacity assessment:

  1. Material Strength (Yield Strength & Modulus of Elasticity): Different materials (wood, steel, glass, plastic) have inherent strengths and stiffnesses. Steel is strong and stiff; wood varies greatly by type and grain; glass is strong under compression but brittle; certain plastics can be flexible or rigid. A higher yield strength means more stress before permanent deformation, and a higher modulus of elasticity means less bending (sag).
  2. Shelf Span / Support Spacing: This is arguably the most significant factor. As the unsupported length (span) between supports increases, the bending moment and deflection increase dramatically (often cubically for deflection). Doubling the span can reduce capacity by a factor of 8 or more. Therefore, shorter shelves or closer support spacing are crucial for higher capacity.
  3. Material Thickness and Cross-Sectional Shape: Thicker materials are generally stronger and stiffer. The shape of the material also matters significantly. An 'I-beam' or 'channel' shape is much more efficient at resisting bending than a flat plank of the same material volume because its material is further from the neutral axis, increasing the Moment of Inertia (I) and Section Modulus (S).
  4. Load Distribution: A weight evenly spread across the shelf (uniformly distributed load) is far less stressful than the same weight concentrated at the center or a single point. Concentrated loads create higher peak bending moments and stresses, significantly reducing the effective capacity.
  5. Safety Factor: This is a critical design choice. It accounts for uncertainties in material properties, variations in load, environmental factors (temperature, humidity), minor damage, and potential misuse. A higher safety factor provides a larger buffer against failure but lowers the practical weight limit. Choosing an appropriate factor is vital for safety and reliability.
  6. Attachment Method and Support Structure: How the shelf is attached to its supports (brackets, wall studs, cabinet sides) and the strength of those supports themselves are paramount. A strong shelf attached to weak brackets or improperly anchored into drywall will fail at a much lower load than expected. Ensure supports are rated for the load and securely fastened.
  7. Shelf Sag (Deflection): While not directly failure, excessive sagging can be undesirable or even damaging. Many applications have deflection limits (e.g., L/360). A shelf might still be structurally sound but sag so much that its contents spill or it looks unstable. Calculations must consider both failure stress and acceptable deflection.

Frequently Asked Questions (FAQ)

Q1: What is the difference between theoretical failure load and maximum recommended load?

The theoretical failure load is the estimated weight at which the shelf material would permanently deform (yield) or break. The maximum recommended load is this failure load divided by a safety factor, providing a margin of error for safe, everyday use.

Q2: How does shelf sag affect capacity?

Sagging (deflection) is a measure of how much the shelf bends under load. While a shelf might not break, excessive sag can indicate it's nearing its load limit, potentially damaging items or causing them to slide off. Engineering calculations often include a maximum allowable deflection limit (e.g., L/360).

Q3: Can I put more weight on a shelf if I place it closer to the supports?

Yes, absolutely. Support spacing is critical. Reducing the unsupported span between supports drastically increases the shelf's weight capacity because the bending moment and deflection decrease significantly as the span length is reduced.

Q4: Does the type of fastener matter for shelf capacity?

Yes, the fasteners (screws, anchors, bolts) and how they connect the shelf to its support, and the support to the wall, are critical. The entire system's capacity is limited by its weakest link. Ensure fasteners are appropriate for the wall type (drywall, stud, masonry) and rated for the expected load.

Q5: What is a good safety factor for shelving?

For general residential use with non-critical items like books or decor, a safety factor of 2 is common. For heavier items, expensive equipment, or situations where failure could cause injury, a safety factor of 3 or higher is recommended. Industrial applications often use even higher factors based on rigorous standards.

Q6: My shelf is rated for 50 lbs, but I need to store 75 lbs. What can I do?

You cannot safely exceed the rated capacity. To store more weight, you would need to reinforce the shelf, use a stronger shelf material, shorten the shelf length, add more supports to reduce spacing, or upgrade to a shelving system specifically designed for heavier loads.

Q7: Does humidity or temperature affect shelf weight capacity?

Yes, particularly for wood shelves. High humidity can cause wood to swell and become weaker, while extreme temperatures can affect the properties of various materials. Prolonged exposure to moisture can also lead to rot or degradation, compromising strength over time.

Q8: How do I calculate the weight of my items?

The best way is to use a reliable scale (like a kitchen scale for smaller items or a bathroom scale for larger ones). If a scale isn't available, you can estimate based on the item's known weight or compare it to similar items whose weight you know. For liquids, calculate volume and use density (e.g., water is about 8.34 lbs/gallon).

var shelfLengthInput = document.getElementById("shelfLength"); var shelfMaterialSelect = document.getElementById("shelfMaterial"); var supportSpacingInput = document.getElementById("supportSpacing"); var loadTypeSelect = document.getElementById("loadType"); var safetyFactorInput = document.getElementById("safetyFactor"); var shelfLengthError = document.getElementById("shelfLengthError"); var shelfMaterialError = document.getElementById("shelfMaterialError"); var supportSpacingError = document.getElementById("supportSpacingError"); var loadTypeError = document.getElementById("loadTypeError"); var safetyFactorError = document.getElementById("safetyFactorError"); var resultsContainer = document.getElementById("results-container"); var resultPlaceholder = document.getElementById("result-placeholder"); var noResultsMessage = document.getElementById("no-results"); var primaryResultDisplay = document.getElementById("primary-result"); var maxRecommendedLoadDisplay = document.getElementById("maxRecommendedLoad"); var theoreticalFailureLoadDisplay = document.getElementById("theoreticalFailureLoad"); var deflectionLimitDisplay = document.getElementById("deflectionLimit"); var tableShelfLength = document.getElementById("tableShelfLength"); var tableSupportSpacing = document.getElementById("tableSupportSpacing"); var tableShelfMaterial = document.getElementById("tableShelfMaterial"); var tableLoadType = document.getElementById("tableLoadType"); var tableSafetyFactor = document.getElementById("tableSafetyFactor"); var tableMaxLoad = document.getElementById("tableMaxLoad"); var tableFailureLoad = document.getElementById("tableFailureLoad"); var tableDeflectionLimit = document.getElementById("tableDeflectionLimit"); var chart; var chartContext = document.getElementById("deflectionChart").getContext("2d"); var materialProperties = { "wood_3_4_inch": { name: "3/4 Inch Plywood/Particle Board", E: 180000, S: 0.45, I: 0.17, yield_strength_psi: 4000 }, "wood_1_inch": { name: "1 Inch Solid Wood", E: 1500000, S: 1.5, I: 0.75, yield_strength_psi: 8000 }, "metal_gauge_18": { name: "18 Gauge Steel", E: 29000000, S: 0.1, I: 0.05, yield_strength_psi: 33000 }, // Simplified S and I for a thin profile "glass_3_8_inch": { name: "3/8 Inch Tempered Glass", E: 10000000, S: 0.1, I: 0.03, yield_strength_psi: 10000 } // Glass is brittle, failure is often due to flaws/impact. Using a lower 'effective' yield for safety. }; function validateInput(value, inputElement, errorElement, min, max, allowEmpty) { var errorMsg = ""; if (!allowEmpty && (value === null || value === "")) { errorMsg = "This field is required."; } else if (value !== "" && isNaN(value)) { errorMsg = "Please enter a valid number."; } else if (value !== "" && value max) { errorMsg = "Value cannot exceed " + max + "."; } if (errorMsg) { errorElement.textContent = errorMsg; errorElement.style.display = "block"; inputElement.style.borderColor = "#dc3545"; return false; } else { errorElement.textContent = ""; errorElement.style.display = "none"; inputElement.style.borderColor = "#ccc"; return true; } } function performValidation() { var valid = true; valid &= validateInput(parseFloat(shelfLengthInput.value), shelfLengthInput, shelfLengthError, 1, Infinity); valid &= validateInput(parseFloat(supportSpacingInput.value), supportSpacingInput, supportSpacingError, 1, Infinity); valid &= validateInput(parseFloat(safetyFactorInput.value), safetyFactorInput, safetyFactorError, 1); // Specific check for support spacing relative to length if needed, but usually spacing can be parseFloat(shelfLengthInput.value) && shelfLengthInput.value !== "") { supportSpacingError.textContent = "Support spacing cannot exceed shelf length."; supportSpacingError.style.display = "block"; supportSpacingInput.style.borderColor = "#dc3545"; valid = false; } else if (supportSpacingInput.value !== "") { supportSpacingError.style.display = "none"; supportSpacingInput.style.borderColor = "#ccc"; } // Material and Load Type are selects, assume valid if not empty (which they shouldn't be) if (shelfMaterialSelect.value === "") { shelfMaterialError.textContent = "Please select a material."; shelfMaterialError.style.display = "block"; valid = false; } else { shelfMaterialError.style.display = "none"; } if (loadTypeSelect.value === "") { loadTypeError.textContent = "Please select load type."; loadTypeError.style.display = "block"; valid = false; } else { loadTypeError.style.display = "none"; } return valid; } function calculateCapacity() { if (!performValidation()) { primaryResultDisplay.textContent = "–"; maxRecommendedLoadDisplay.textContent = "–"; theoreticalFailureLoadDisplay.textContent = "–"; deflectionLimitDisplay.textContent = "–"; hideResults(); return; } var L = parseFloat(shelfLengthInput.value); // Total shelf length for deflection calculation var supportSpacing = parseFloat(supportSpacingInput.value); // Span for bending calculations var materialKey = shelfMaterialSelect.value; var loadType = loadTypeSelect.value; var safetyFactor = parseFloat(safetyFactorInput.value); var props = materialProperties[materialKey]; if (!props) { console.error("Material properties not found for: " + materialKey); return; } var E = props.E; // Modulus of Elasticity (psi) var S = props.S; // Section Modulus (in^3) var I = props.I; // Moment of Inertia (in^4) var yield_strength = props.yield_strength_psi; // psi var allowable_stress = yield_strength / safetyFactor; var theoreticalFailureLoad_lbs; var maxRecommendedLoad_lbs; var deflectionLimit_inches; // Max Deflection Limit (commonly L/360 for total shelf length, not just span) deflectionLimit_inches = L / 360; // Calculations based on span (supportSpacing) var span = supportSpacing; // Use support spacing as the beam span if (loadType === "distributed") { // Max Bending Moment for Uniformly Distributed Load (UDL) over span // M = (W * span) / 8 // Stress = M / S = (W * span) / (8 * S) // W_failure = (8 * S * allowable_stress) / span theoreticalFailureLoad_lbs = (8 * S * yield_strength) / span; maxRecommendedLoad_lbs = theoreticalFailureLoad_lbs / safetyFactor; } else { // concentrated load at center // Max Bending Moment for Concentrated Load at Center // M = (W * span) / 4 // Stress = M / S = (W * span) / (4 * S) // W_failure = (4 * S * allowable_stress) / span theoreticalFailureLoad_lbs = (4 * S * yield_strength) / span; maxRecommendedLoad_lbs = theoreticalFailureLoad_lbs / safetyFactor; } // Ensure calculated values are reasonable and positive if (isNaN(theoreticalFailureLoad_lbs) || theoreticalFailureLoad_lbs <= 0) theoreticalFailureLoad_lbs = 0; if (isNaN(maxRecommendedLoad_lbs) || maxRecommendedLoad_lbs <= 0) maxRecommendedLoad_lbs = 0; if (isNaN(deflectionLimit_inches) || deflectionLimit_inches <= 0) deflectionLimit_inches = 0; // Update displays primaryResultDisplay.textContent = maxRecommendedLoad_lbs.toFixed(2); maxRecommendedLoadDisplay.textContent = maxRecommendedLoad_lbs.toFixed(2) + " lbs"; theoreticalFailureLoadDisplay.textContent = theoreticalFailureLoad_lbs.toFixed(2) + " lbs"; deflectionLimitDisplay.textContent = deflectionLimit_inches.toFixed(3) + " in"; // Update table tableShelfLength.textContent = L.toFixed(1); tableSupportSpacing.textContent = span.toFixed(1); tableShelfMaterial.textContent = props.name; tableLoadType.textContent = loadType === "distributed" ? "Evenly Distributed" : "Concentrated"; tableSafetyFactor.textContent = safetyFactor.toFixed(1); tableMaxLoad.textContent = maxRecommendedLoad_lbs.toFixed(2); tableFailureLoad.textContent = theoreticalFailureLoad_lbs.toFixed(2); tableDeflectionLimit.textContent = deflectionLimit_inches.toFixed(3); showResults(); updateChart(span, L, maxRecommendedLoad_lbs, theoreticalFailureLoad_lbs, E, I, loadType, safetyFactor); } function hideResults() { resultPlaceholder.style.display = "none"; noResultsMessage.style.display = "block"; } function showResults() { resultPlaceholder.style.display = "block"; noResultsMessage.style.display = "none"; } function updateChart(span, totalLength, maxRecommendedLoad, theoreticalFailureLoad, E, I, loadType, safetyFactor) { if (chart) { chart.destroy(); } var loads = []; var deflections = []; var maxLoadForChart = Math.max(maxRecommendedLoad * 1.5, theoreticalFailureLoad * 1.2, 50); // Ensure chart covers a reasonable range var step = maxLoadForChart / 20; if (step <= 0) step = 1; // Minimum step for (var w = 0; w visibleDeflectionLimit) { deflection = visibleDeflectionLimit; } loads.push(loadLabel); deflections.push(deflection); } // Add the theoretical failure load and max recommended load points if they are within range var failureLoadIndex = loads.indexOf(Math.round(theoreticalFailureLoad).toString()); var maxLoadIndex = loads.indexOf(Math.round(maxRecommendedLoad).toString()); // Ensure chart has at least two data points if (loads.length < 2) { loads.push('0', '50'); deflections.push(0, 0.1); // Default small deflection } chart = new Chart(chartContext, { type: 'line', data: { labels: loads, datasets: [{ label: 'Projected Load', data: deflections, borderColor: '#ffc107', // Yellow for load backgroundColor: 'rgba(255, 193, 7, 0.2)', fill: true, tension: 0.1 }, { // Line to indicate Max Recommended Load label: 'Max Recommended Load Limit (' + maxRecommendedLoad.toFixed(0) + ' lbs)', data: Array(loads.length).fill(deflections[maxLoadIndex !== -1 ? maxLoadIndex : Math.floor(loads.length/2)]), // Fill with a representative deflection value borderColor: '#28a745', // Green for recommended borderDash: [5, 5], pointRadius: 0, fill: false }] }, options: { responsive: true, maintainAspectRatio: false, scales: { x: { title: { display: true, text: 'Applied Load (lbs)' } }, y: { title: { display: true, text: 'Estimated Deflection (in)' }, beginAtZero: true } }, plugins: { tooltip: { callbacks: { label: function(context) { var label = context.dataset.label || ''; if (label) { label += ': '; } if (context.parsed.y !== null) { label += context.parsed.y.toFixed(3) + ' in'; } return label; } } }, legend: { display: false // Use custom legend below } } } }); } function resetCalculator() { shelfLengthInput.value = "36"; shelfMaterialSelect.value = "wood_3_4_inch"; supportSpacingInput.value = "16"; loadTypeSelect.value = "distributed"; safetyFactorInput.value = "2"; // Clear errors shelfLengthError.textContent = ""; shelfLengthError.style.display = "none"; shelfLengthInput.style.borderColor = "#ccc"; supportSpacingError.textContent = ""; supportSpacingError.style.display = "none"; supportSpacingInput.style.borderColor = "#ccc"; safetyFactorError.textContent = ""; safetyFactorError.style.display = "none"; safetyFactorInput.style.borderColor = "#ccc"; shelfMaterialError.style.display = "none"; loadTypeError.style.display = "none"; primaryResultDisplay.textContent = "–"; maxRecommendedLoadDisplay.textContent = "–"; theoreticalFailureLoadDisplay.textContent = "–"; deflectionLimitDisplay.textContent = "–"; tableShelfLength.textContent = "–"; tableSupportSpacing.textContent = "–"; tableShelfMaterial.textContent = "–"; tableLoadType.textContent = "–"; tableSafetyFactor.textContent = "–"; tableMaxLoad.textContent = "–"; tableFailureLoad.textContent = "–"; tableDeflectionLimit.textContent = "–"; hideResults(); if (chart) { chart.destroy(); chart = null; } } function copyResults() { var copyText = "Shelf Weight Capacity Calculation:\n\n"; copyText += "Maximum Recommended Load: " + primaryResultDisplay.textContent + "\n"; copyText += "Theoretical Failure Load: " + theoreticalFailureLoadDisplay.textContent + "\n"; copyText += "Deflection Limit: " + deflectionLimitDisplay.textContent + "\n\n"; copyText += "Key Assumptions:\n"; copyText += "- Shelf Length: " + (tableShelfLength.textContent || "–") + " in\n"; copyText += "- Support Spacing: " + (tableSupportSpacing.textContent || "–") + " in\n"; copyText += "- Shelf Material: " + (tableShelfMaterial.textContent || "–") + "\n"; copyText += "- Load Distribution: " + (tableLoadType.textContent || "–") + "\n"; copyText += "- Safety Factor: " + (tableSafetyFactor.textContent || "–") + "\n"; var textArea = document.createElement("textarea"); textArea.value = copyText; textArea.style.position = "fixed"; textArea.style.top = "0"; textArea.style.left = "0"; textArea.style.opacity = "0"; document.body.appendChild(textArea); textArea.focus(); textArea.select(); try { var successful = document.execCommand('copy'); var msg = successful ? 'Results copied!' : 'Copy failed!'; // Optional: show a temporary message to user console.log(msg); } catch (err) { console.error('Unable to copy results', err); } document.body.removeChild(textArea); } // Initialize chart with default/empty state or trigger calculation on load document.addEventListener("DOMContentLoaded", function() { resetCalculator(); // Set defaults and hide results initially // Optionally, perform an initial calculation if default values should be shown // calculateCapacity(); }); // Add event listeners for real-time updates (optional, but good UX) shelfLengthInput.addEventListener("input", calculateCapacity); shelfMaterialSelect.addEventListener("change", calculateCapacity); supportSpacingInput.addEventListener("input", calculateCapacity); loadTypeSelect.addEventListener("change", calculateCapacity); safetyFactorInput.addEventListener("input", calculateCapacity); // Initial call to ensure chart context is ready if needed on load, or wait for first calculation // Ensure chart rendering happens after the DOM is fully loaded and canvas exists function initializeChartCanvas() { if (document.getElementById("deflectionChart")) { // Initial setup if needed, or wait for calculateCapacity() } else { setTimeout(initializeChartCanvas, 100); // Retry if canvas not ready } } // initializeChartCanvas(); // Call this if you want to ensure canvas is ready for Chart.js // Need Chart.js library for the chart to work. Assuming it's loaded externally or included. // For this example, let's assume Chart.js is available globally. // If not, you would need to include it via CDN: // // placed before this script block.

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