Deck Weight Load Calculator

Deck Weight Load Calculator: Calculate Safe Deck Capacity :root { –primary-color: #004a99; –success-color: #28a745; –background-color: #f8f9fa; –text-color: #333; –border-color: #ccc; –card-bg: #fff; –shadow: 0 2px 5px rgba(0,0,0,0.1); } body { font-family: 'Segoe UI', Tahoma, Geneva, Verdana, sans-serif; background-color: var(–background-color); color: var(–text-color); margin: 0; padding: 20px; line-height: 1.6; } .container { max-width: 980px; margin: 0 auto; background-color: var(–card-bg); padding: 30px; border-radius: 8px; box-shadow: var(–shadow); } h1, h2, h3 { color: var(–primary-color); text-align: center; margin-bottom: 20px; } h1 { font-size: 2.5em; } h2 { font-size: 1.8em; } h3 { font-size: 1.4em; } .calculator-section { margin-bottom: 40px; padding: 30px; border: 1px solid var(–border-color); border-radius: 8px; background-color: var(–card-bg); box-shadow: var(–shadow); } .loan-calc-container { display: flex; flex-direction: column; gap: 15px; } .input-group { display: flex; flex-direction: column; gap: 8px; } .input-group label { font-weight: bold; color: var(–primary-color); } .input-group input, .input-group select { padding: 10px; border: 1px solid var(–border-color); border-radius: 4px; font-size: 1em; width: 100%; box-sizing: border-box; } .input-group input[type="number"] { text-align: right; } .input-group small { font-size: 0.85em; color: #666; } .error-message { color: #dc3545; font-size: 0.9em; margin-top: 5px; display: none; /* Hidden by default */ } .button-group { display: flex; gap: 15px; justify-content: center; margin-top: 25px; } button { padding: 12px 20px; border: none; border-radius: 5px; font-size: 1em; font-weight: bold; cursor: pointer; transition: background-color 0.3s ease; } .btn-primary { background-color: var(–primary-color); color: white; } .btn-primary:hover { background-color: #003366; } .btn-secondary { background-color: #6c757d; color: white; } .btn-secondary:hover { background-color: #5a6268; } .btn-danger { background-color: #dc3545; color: white; } .btn-danger:hover { background-color: #c82333; } #result { margin-top: 30px; padding: 20px; border-radius: 5px; background-color: var(–primary-color); color: white; text-align: center; font-size: 1.4em; font-weight: bold; box-shadow: inset 0 0 10px rgba(0,0,0,0.2); } #result .main-result-label { font-size: 0.8em; display: block; margin-bottom: 5px; font-weight: normal; opacity: 0.8; } .intermediate-results { display: flex; flex-wrap: wrap; justify-content: center; gap: 15px; margin-top: 20px; font-size: 1em; } .intermediate-results div { background-color: rgba(255, 255, 255, 0.2); padding: 10px 15px; border-radius: 4px; text-align: center; } .intermediate-results span { font-weight: bold; display: block; font-size: 1.2em; } .formula-explanation { margin-top: 20px; font-size: 0.95em; color: #555; text-align: center; border-top: 1px dashed #ccc; padding-top: 15px; } table { width: 100%; border-collapse: collapse; margin-top: 30px; margin-bottom: 30px; box-shadow: var(–shadow); } caption { font-size: 1.1em; font-weight: bold; color: var(–primary-color); margin-bottom: 10px; text-align: left; } th, td { padding: 12px; border: 1px solid var(–border-color); text-align: right; } th { background-color: var(–primary-color); color: white; text-align: center; font-weight: bold; } td:first-child { text-align: left; font-weight: bold; } tbody tr:nth-child(even) { background-color: #e9ecef; } canvas { display: block; margin: 30px auto 0 auto; max-width: 100%; border: 1px solid var(–border-color); border-radius: 4px; background-color: var(–card-bg); } .chart-container { position: relative; padding: 20px; background-color: var(–card-bg); border-radius: 8px; box-shadow: var(–shadow); margin-top: 30px; } .chart-container h3 { margin-bottom: 15px; } .article-content { margin-top: 40px; background-color: var(–card-bg); padding: 30px; border-radius: 8px; box-shadow: var(–shadow); text-align: justify; } .article-content h2 { text-align: left; color: var(–primary-color); margin-bottom: 15px; border-bottom: 2px solid var(–primary-color); padding-bottom: 5px; } .article-content h3 { text-align: left; color: var(–primary-color); margin-top: 20px; margin-bottom: 10px; } .article-content p, .article-content ul, .article-content ol { margin-bottom: 15px; font-size: 1.05em; } .article-content ul { list-style: disc; margin-left: 20px; } .article-content ol { list-style: decimal; margin-left: 20px; } .article-content li { margin-bottom: 8px; } .article-content a { color: var(–primary-color); text-decoration: none; font-weight: bold; } .article-content a:hover { text-decoration: underline; } .faq-list .faq-item { margin-bottom: 15px; padding: 15px; border: 1px solid #eee; border-radius: 4px; background-color: #fdfdfd; } .faq-list .faq-item strong { display: block; color: var(–primary-color); cursor: pointer; font-size: 1.1em; } .faq-list .faq-item p { margin-top: 10px; display: none; /* Hidden by default */ font-size: 1em; color: #444; } .internal-links-section { margin-top: 30px; padding: 20px; background-color: var(–card-bg); border-radius: 8px; box-shadow: var(–shadow); } .internal-links-section h3 { text-align: left; margin-bottom: 15px; color: var(–primary-color); border-bottom: 2px solid var(–primary-color); padding-bottom: 5px; } .internal-links-list { list-style: none; padding: 0; margin: 0; } .internal-links-list li { margin-bottom: 10px; } .internal-links-list a { font-weight: bold; color: var(–primary-color); } .internal-links-list p { font-size: 0.95em; color: #555; margin-top: 5px; } /* Responsive adjustments */ @media (min-width: 768px) { .container { padding: 40px; } h1 { font-size: 3em; } .calculator-section, .article-content, .chart-container { padding: 40px; } .button-group { justify-content: flex-start; } }

Deck Weight Load Calculator

Safely determine your deck's weight capacity for furniture, people, and snow loads.

Deck Weight Load Calculator

Enter the total surface area of your deck in square feet.
The maximum unsupported length of your deck joists.
The distance between the centers of your deck joists (e.g., 12, 16, 24).
2×8 (Actual ~1.5″ x 7.25″) 2×10 (Actual ~1.5″ x 9.25″) 2×12 (Actual ~1.5″ x 11.25″) Select the nominal size of your deck joists.
Live Load (People, Furniture) Snow Load (Seasonal) Dead Load (Deck Structure Itself) Choose the type of load to calculate capacity for.
A multiplier to ensure safety beyond minimum requirements (e.g., 1.5 to 3.0).
Safe Load Capacity Per Square Foot:
Total Load Capacity (lbs)
Max Allowable Bending Stress (psi)
Section Modulus (in³)
Moment of Inertia (in⁴)
The calculation estimates the total load capacity based on the deck's area, joist span, spacing, wood properties, and a safety factor. It considers bending strength and deflection limits relevant to deck construction.

Deck Load Capacity Table

Deck Load Capacity Trends

Deck Load Parameters
Parameter Value Unit
Deck Area sq ft
Max Joist Span ft
Joist Spacing in
Wood Type (Nominal)
Load Type
Safety Factor
Load Capacity / sq ft psf
Total Load Capacity lbs

Understanding Deck Weight Load Capacity

What is Deck Weight Load Capacity?

The deck weight load capacity refers to the maximum amount of weight, typically measured in pounds per square foot (psf), that a deck structure can safely support without failure or excessive deflection. This capacity is crucial for ensuring the safety and longevity of your outdoor living space. It accounts for the weight of people, furniture, planters, snow accumulation, and the deck's own structural components (dead load).

Who should use it: Homeowners planning to build a new deck, those looking to renovate or reinforce an existing deck, contractors assessing deck safety, and anyone wanting to understand the load limits for events or heavy usage. It's especially important in areas with significant snow loads.

Common misconceptions: Many believe decks are designed for unlimited weight or only need to support people. In reality, decks must be engineered to withstand multiple types of loads, including static (dead load) and dynamic (live load), plus environmental factors like snow. Overloading a deck can lead to structural failure, causing injury and significant property damage.

Deck Weight Load Calculator Formula and Mathematical Explanation

Calculating deck weight load capacity involves principles of structural engineering, focusing on bending stress and deflection. While a precise calculation requires detailed engineering software and specific lumber grading, a simplified model can estimate the load capacity. The calculator uses a simplified approach to estimate the load-bearing capacity based on joist span, spacing, and wood properties.

The core idea is to determine the maximum bending moment a joist can withstand and relate that to the load distributed across the deck area.

Simplified Calculation Steps:

  1. Determine Joist Properties: Based on the selected wood type (e.g., 2×10), find its actual dimensions (width 'b', depth 'h'), Moment of Inertia (I), and Section Modulus (S). These are standard values for lumber.
  2. Calculate Maximum Bending Moment (M): For a simply supported beam (joist) with a uniformly distributed load (UDL), the maximum bending moment is given by M = (w * L^2) / 8, where 'w' is the load per unit length and 'L' is the span. We'll work backward from allowable stress.
  3. Determine Allowable Bending Stress (Fb): This is a property of the wood species and grade, often provided by lumber standards. For simplicity, the calculator uses typical values.
  4. Calculate Maximum Allowable Moment (Ma): Ma = Fb * S. This is the maximum moment the joist can safely handle before failing in bending.
  5. Calculate Load Per Unit Length (w): Rearranging M = (w * L^2) / 8, we get w = (8 * Ma) / L^2. This 'w' is the maximum allowable load per linear foot of the joist.
  6. Calculate Load Per Square Foot (psf): The load carried by a joist is distributed across the tributary width, which is the joist spacing (adjusted to feet). Load (psf) = w / (Joist Spacing in Feet).
  7. Apply Safety Factor: The final safe load per square foot is Load (psf) / Safety Factor.

Variables Used:

Variable Meaning Unit Typical Range/Values
Deck Area Total surface area of the deck sq ft 100 – 500+
Max Joist Span (L) Unsupported length of joists ft 6 – 16
Joist Spacing Center-to-center distance between joists in 12, 16, 24
Wood Type Nominal size of joist lumber 2×6, 2×8, 2×10, 2×12
Load Type Type of load being considered (live, snow, dead) Live, Snow, Dead
Safety Factor (SF) Multiplier for safety margin 1.5 – 3.0
Fb (Allowable Bending Stress) Maximum stress wood can withstand in bending psi 900 – 1500 (varies by wood species/grade)
S (Section Modulus) Geometric property related to bending resistance in³ Calculated from actual joist dimensions (e.g., 10.29 for 2×10)
I (Moment of Inertia) Geometric property related to deflection resistance in⁴ Calculated from actual joist dimensions (e.g., 47.5 for 2×10)
w (Load per linear ft) Maximum allowable load on the joist lbs/ft Calculated
Load Capacity (psf) Maximum safe weight per square foot psf Calculated
Total Load Capacity (lbs) Total weight the deck can support lbs Calculated

Note: This is a simplified model. Actual engineering calculations consider deflection limits (e.g., L/360 for live loads), shear stress, wood grade, duration of load, and specific building codes. Consult a structural engineer for critical applications.

Practical Examples (Real-World Use Cases)

Let's illustrate how the Deck Weight Load Calculator works with realistic scenarios.

Example 1: Standard Residential Deck Load

A homeowner is building a 12 ft x 16 ft deck (Area = 192 sq ft) with 2×10 joists spaced 16 inches apart, spanning 12 feet. They want to know the safe live load capacity for people and furniture, using a safety factor of 2.0.

  • Inputs: Deck Area = 192 sq ft, Max Joist Span = 12 ft, Joist Spacing = 16 in, Wood Type = 2×10, Load Type = Live, Safety Factor = 2.0
  • Calculation Result (from calculator):
    • Section Modulus (S) for 2×10 ≈ 10.29 in³
    • Moment of Inertia (I) for 2×10 ≈ 47.5 in⁴
    • Allowable Bending Stress (Fb) for common pine/fir ≈ 1000 psi
    • Maximum Allowable Moment (Ma) = 1000 psi * 10.29 in³ ≈ 10,290 lb-in
    • Maximum Load per linear ft (w) = (8 * 10,290 lb-in) / (12 ft * 12 in/ft)² ≈ 571.7 lbs/ft
    • Load Capacity (psf) = 571.7 lbs/ft / (16 in / 12 in/ft) ≈ 428.7 psf
    • Safe Load Capacity / sq ft = 428.7 psf / 2.0 (SF) ≈ 214 psf
    • Total Load Capacity = 214 psf * 192 sq ft ≈ 41,088 lbs
  • Interpretation: The deck can safely support approximately 214 pounds per square foot. This is well above the typical minimum requirement of 40 psf for live loads, indicating a robust structure for normal use.

Example 2: Deck with Heavy Snow Load

Consider a deck in a region with heavy snowfall. The deck is 10 ft x 20 ft (Area = 200 sq ft), using 2×12 joists with a 10 ft span, spaced 12 inches apart. The anticipated snow load is 50 psf, and a safety factor of 2.5 is used.

  • Inputs: Deck Area = 200 sq ft, Max Joist Span = 10 ft, Joist Spacing = 12 in, Wood Type = 2×12, Load Type = Snow, Safety Factor = 2.5
  • Calculation Result (from calculator):
    • Section Modulus (S) for 2×12 ≈ 17.2 in³
    • Moment of Inertia (I) for 2×12 ≈ 93.8 in⁴
    • Allowable Bending Stress (Fb) ≈ 1000 psi
    • Maximum Allowable Moment (Ma) = 1000 psi * 17.2 in³ ≈ 17,200 lb-in
    • Maximum Load per linear ft (w) = (8 * 17,200 lb-in) / (10 ft * 12 in/ft)² ≈ 955.6 lbs/ft
    • Load Capacity (psf) = 955.6 lbs/ft / (12 in / 12 in/ft) ≈ 955.6 psf
    • Safe Load Capacity / sq ft = 955.6 psf / 2.5 (SF) ≈ 382 psf
    • Total Load Capacity = 382 psf * 200 sq ft ≈ 76,400 lbs
  • Interpretation: The deck's structural capacity is approximately 382 psf. Since the anticipated snow load is 50 psf, the deck is significantly over-engineered for this specific load, providing a high margin of safety against heavy snowfall. This capacity also easily covers typical live loads.

How to Use This Deck Weight Load Calculator

Using the Deck Weight Load Calculator is straightforward. Follow these steps to get your deck's safety capacity:

  1. Enter Deck Area: Input the total square footage of your deck.
  2. Specify Joist Span: Enter the longest unsupported length of your deck joists in feet.
  3. Input Joist Spacing: Provide the distance between the centers of your joists in inches (common values are 16 or 24).
  4. Select Wood Type: Choose the nominal size of the lumber used for your joists (e.g., 2×8, 2×10, 2×12).
  5. Choose Load Type: Select whether you're assessing live load (people, furniture), snow load (seasonal weight), or dead load (structural weight).
  6. Set Safety Factor: Enter a safety factor (e.g., 2.0) to ensure the load capacity is well below the failure point. Higher values offer more safety.
  7. Click Calculate: Press the "Calculate Load" button.

Reading Results:

  • Safe Load Capacity Per Square Foot (Primary Result): This is the key figure – the maximum weight (in pounds) your deck can safely hold for every square foot of its area.
  • Intermediate Values: The calculator also shows the Total Load Capacity (lbs), Maximum Allowable Bending Stress (psi), Section Modulus (in³), and Moment of Inertia (in⁴) for the selected joist size, providing insight into the structural properties considered.
  • Table: The table summarizes your inputs and the calculated capacities.
  • Chart: The visual chart helps understand how load capacity might change with different joist spans or spacings.

Decision-Making Guidance: Compare the calculated "Safe Load Capacity Per Square Foot" to your intended use. For residential decks, a capacity significantly exceeding 40-60 psf (typical live load requirement) is desirable. For decks in snowy regions, ensure the capacity easily surpasses the expected snow load plus live load. If the calculated capacity is low, consider reinforcing the deck structure, using larger joists, reducing spans, or decreasing joist spacing. For critical safety assessments or complex designs, always consult a qualified structural engineer. A properly calculated deck weight load capacity is fundamental to deck safety and compliance.

Key Factors That Affect Deck Weight Load Results

Several factors significantly influence the calculated deck weight load capacity. Understanding these helps in accurate assessment and design:

  1. Joist Span: Longer spans mean significantly less load-bearing capacity. The load capacity decreases with the square of the span length. Reducing spans is one of the most effective ways to increase strength.
  2. Joist Size and Spacing: Larger joists (e.g., 2×12 vs. 2×8) and closer spacing (e.g., 16″ vs. 24″) dramatically increase the deck's load capacity by providing more material and reducing the load each joist must carry.
  3. Wood Species and Grade: Different types of wood (e.g., pressure-treated pine, cedar, redwood) and their structural grades (Select Structural, No. 1, No. 2) have varying strengths (Allowable Bending Stress – Fb). Higher grades and stronger species yield higher capacities.
  4. Connections and Fasteners: The strength of how joists are attached to beams and ledgers, and how beams are supported, is critical. Weak connections can be the failure point, even if the lumber itself is strong enough. This calculator assumes strong, code-compliant connections.
  5. Load Duration: Wood can carry higher loads for short durations (like wind gusts or temporary heavy crowds) than for long-term (like the weight of the structure itself or constant snow). Building codes account for this.
  6. Deflection Limits: Beyond just breaking, a deck shouldn't feel bouncy or sag excessively. Building codes specify maximum deflection (how much the joists bend) under load (e.g., L/360 for live loads), which can sometimes be the limiting factor rather than material strength.
  7. Presence of Snow/Ice: Snow loads can be extremely heavy, often exceeding typical live load requirements, especially in colder climates. Decks in these areas must be designed to handle the maximum expected snow depth and density.
  8. Moisture Content: Wet or decaying wood is significantly weaker than dry, healthy wood. Proper maintenance and material selection are crucial for long-term load capacity.

Frequently Asked Questions (FAQ)

What are the standard load requirements for decks?

Building codes typically require decks to support a minimum live load of 40 pounds per square foot (psf) for general use and 100 psf for areas expected to be crowded (like balconies or stages). Snow loads vary significantly by region but can easily reach 50-100 psf or more.

Is my deck safe for a party?

If your deck's calculated safe load capacity significantly exceeds the standard live load requirement (e.g., 40 psf), it's likely safe for a typical party. However, avoid extreme overcrowding. For certainty, check the calculator result and compare it to the number of guests.

What's the difference between live load and dead load?

Live load is temporary or moving weight, like people, furniture, and snow. Dead load is the permanent weight of the structure itself – the deck boards, joists, beams, railings, and roofing materials.

How does joist spacing affect load capacity?

Closer joist spacing (e.g., 16 inches instead of 24 inches) means each joist supports a smaller "tributary width" of the deck. This reduces the load on individual joists, allowing them to handle more weight or use smaller dimensions for the same capacity.

Can I use a lower safety factor?

Using a lower safety factor (e.g., 1.5) increases the calculated capacity but reduces the margin for error. It's generally recommended to use a safety factor of at least 2.0 for residential decks, following local building codes.

Does this calculator account for beam and post capacity?

This calculator primarily focuses on the load capacity determined by the joist span and properties. It assumes that the beams supporting the joists and the posts supporting the beams are adequately sized and designed according to code. For a complete structural assessment, consult an engineer.

What does "psf" mean?

"Psf" stands for "pounds per square foot." It's a standard unit of measurement for distributed loads, indicating how much weight is supported over a one-foot by one-foot area.

My calculation shows a very high capacity. Is that normal?

Yes, it's common for well-constructed decks with appropriate joist sizing and spacing to have capacities far exceeding the minimum code requirements for live loads. This provides a buffer for heavier furniture, snow, and general safety. The calculator helps confirm this.

© 2023 Your Website Name. All rights reserved.

var woodProperties = { '2×6': { actualWidth: 1.5, actualHeight: 5.5, Fb: 1000, S: 4.55, I: 12.5 }, // Approx. values for Douglas Fir-Larch #2 '2×8': { actualWidth: 1.5, actualHeight: 7.25, Fb: 1000, S: 8.17, I: 29.6 }, '2×10': { actualWidth: 1.5, actualHeight: 9.25, Fb: 1000, S: 12.26, I: 56.5 }, '2×12': { actualWidth: 1.5, actualHeight: 11.25, Fb: 1000, S: 17.2, I: 93.8 } }; var loadValues = { 'live': 40, // Standard live load requirement (psf) 'snow': 50, // Example snow load (psf) – adjust based on region 'dead': 10 // Estimated dead load for deck structure (psf) }; function validateInput(id, min, max) { var inputElement = document.getElementById(id); var errorElement = document.getElementById(id + "Error"); var value = parseFloat(inputElement.value); if (isNaN(value)) { errorElement.textContent = "Please enter a valid number."; errorElement.style.display = "block"; return false; } if (value max) { errorElement.textContent = "Value cannot be greater than " + max + "."; errorElement.style.display = "block"; return false; } errorElement.style.display = "none"; return true; } function getWoodProperties(woodType) { var properties = woodProperties[woodType]; if (!properties) { // Default to a common type if not found return woodProperties['2×10']; } return properties; } function calculateLoad() { // Clear previous errors document.querySelectorAll('.error-message').forEach(function(el) { el.style.display = 'none'; }); // Validate inputs var isValidDeckArea = validateInput('deckArea', 0); var isValidDeckSpan = validateInput('deckSpan', 1); var isValidJoistSpacing = validateInput('joistSpacing', 1); var isValidSafetyFactor = validateInput('safetyFactor', 1.0, 5.0); if (!isValidDeckArea || !isValidDeckSpan || !isValidJoistSpacing || !isValidSafetyFactor) { return; } var deckArea = parseFloat(document.getElementById('deckArea').value); var deckSpanFt = parseFloat(document.getElementById('deckSpan').value); var joistSpacingIn = parseFloat(document.getElementById('joistSpacing').value); var woodType = document.getElementById('woodType').value; var loadType = document.getElementById('loadType').value; var safetyFactor = parseFloat(document.getElementById('safetyFactor').value); var wood = getWoodProperties(woodType); var joistHeightIn = wood.actualHeight; var joistWidthIn = wood.actualWidth; var Fb = wood.Fb; // Allowable Bending Stress (psi) var S = wood.S; // Section Modulus (in^3) var I = wood.I; // Moment of Inertia (in^4) var deckSpanIn = deckSpanFt * 12; // Convert span to inches for calculations var joistSpacingFt = joistSpacingIn / 12; // Convert spacing to feet for calculations // Basic load value based on type. In a real scenario, this would be more complex. var baseLoadRequirement = loadValues[loadType] || 40; // Default to 40 psf if load type unknown // Calculate Max Allowable Moment (Ma) var Ma = Fb * S; // Max Allowable Moment (lb-in) // Calculate Max Load per Linear Foot (w) for the joist // M = w * L^2 / 8 => w = 8 * M / L^2 var w = (8 * Ma) / (deckSpanIn * deckSpanIn); // w in lb/in (load per inch of joist length) var w_ft = w * 12; // Convert to lb/ft (load per foot of joist length) // Calculate Load Capacity per Square Foot (psf) // Load per joist (w_ft) is distributed across the tributary width (joistSpacingFt) var calculatedPsf = w_ft / joistSpacingFt; // Apply safety factor to get the *maximum* safe capacity var safeLoadPerSqFt = calculatedPsf / safetyFactor; // Total Load Capacity for the entire deck var totalLoadCapacity = safeLoadPerSqFt * deckArea; // Handle potential negative results or very small numbers from calculations safeLoadPerSqFt = Math.max(0, safeLoadPerSqFt); totalLoadCapacity = Math.max(0, totalLoadCapacity); w_ft = Math.max(0, w_ft); Ma = Math.max(0, Ma); var calculatedTotalLoadCapacity = calculatedPsf * deckArea; // For table display // Display Results document.getElementById('mainResult').textContent = safeLoadPerSqFt.toFixed(2) + " psf"; document.getElementById('intermediateResults').style.display = 'flex'; document.getElementById('result').style.display = 'block'; document.getElementById('loadPerSqFt').textContent = calculatedTotalLoadCapacity.toFixed(2); // Display total load capacity here document.getElementById('maxAllowableStress').textContent = Fb.toFixed(0); document.getElementById('sectionModulus').textContent = S.toFixed(2); document.getElementById('momentOfInertia').textContent = I.toFixed(2); // Update table document.getElementById('tableDeckArea').textContent = deckArea.toFixed(0); document.getElementById('tableDeckSpan').textContent = deckSpanFt.toFixed(1); document.getElementById('tableJoistSpacing').textContent = joistSpacingIn.toFixed(0); document.getElementById('tableWoodType').textContent = woodType; document.getElementById('tableLoadType').textContent = document.getElementById('loadType').options[document.getElementById('loadType').selectedIndex].text; document.getElementById('tableSafetyFactor').textContent = safetyFactor.toFixed(1); document.getElementById('tableLoadPerSqFt').textContent = safeLoadPerSqFt.toFixed(2); document.getElementById('tableTotalLoadCapacity').textContent = totalLoadCapacity.toFixed(2); updateCharts(safeLoadPerSqFt, totalLoadCapacity, deckArea, deckSpanFt, joistSpacingIn, woodType); } function resetCalculator() { document.getElementById('deckArea').value = "200"; document.getElementById('deckSpan').value = "12"; document.getElementById('joistSpacing').value = "16"; document.getElementById('woodType').value = "2×10"; document.getElementById('loadType').value = "live"; document.getElementById('safetyFactor').value = "2.0"; // Clear results and errors document.getElementById('mainResult').textContent = "–"; document.getElementById('intermediateResults').style.display = 'none'; document.getElementById('result').style.display = 'none'; document.querySelectorAll('.error-message').forEach(function(el) { el.style.display = 'none'; }); document.querySelectorAll('td[id^="table"]').forEach(function(el) { el.textContent = '–'; }); if (window.myChartInstance) { window.myChartInstance.destroy(); window.myChartInstance = null; } if (window.myTrendChartInstance) { window.myTrendChartInstance.destroy(); window.myTrendChartInstance = null; } } function copyResults() { var mainResult = document.getElementById('mainResult').textContent; var loadPerSqFt = document.getElementById('loadPerSqFt').textContent; var maxAllowableStress = document.getElementById('maxAllowableStress').textContent; var sectionModulus = document.getElementById('sectionModulus').textContent; var momentOfInertia = document.getElementById('momentOfInertia').textContent; var deckArea = document.getElementById('tableDeckArea').textContent; var deckSpan = document.getElementById('tableDeckSpan').textContent; var joistSpacing = document.getElementById('tableJoistSpacing').textContent; var woodType = document.getElementById('tableWoodType').textContent; var loadType = document.getElementById('tableLoadType').textContent; var safetyFactor = document.getElementById('tableSafetyFactor').textContent; var totalLoadCapacity = document.getElementById('tableTotalLoadCapacity').textContent; var textToCopy = "Deck Weight Load Capacity Results:\n\n"; textToCopy += "Primary Result:\n"; textToCopy += "- Safe Load Capacity Per Square Foot: " + mainResult + "\n"; textToCopy += "- Total Load Capacity: " + totalLoadCapacity + " lbs\n\n"; textToCopy += "Key Intermediate Values:\n"; textToCopy += "- Load Capacity (psf before SF): " + loadPerSqFt + "\n"; textToCopy += "- Max Allowable Bending Stress: " + maxAllowableStress + " psi\n"; textToCopy += "- Section Modulus: " + sectionModulus + " in³\n"; textToCopy += "- Moment of Inertia: " + momentOfInertia + " in⁴\n\n"; textToCopy += "Key Assumptions:\n"; textToCopy += "- Deck Area: " + deckArea + " sq ft\n"; textToCopy += "- Max Joist Span: " + deckSpan + " ft\n"; textToCopy += "- Joist Spacing: " + joistSpacing + " in\n"; textToCopy += "- Wood Type: " + woodType + "\n"; textToCopy += "- Load Type: " + loadType + "\n"; textToCopy += "- Safety Factor: " + safetyFactor + "\n"; navigator.clipboard.writeText(textToCopy).then(function() { alert("Results copied to clipboard!"); }).catch(function(err) { console.error("Failed to copy: ", err); alert("Failed to copy results. Please copy manually."); }); } // Charting Logic var myChartInstance = null; var myTrendChartInstance = null; function updateCharts(safeLoadPerSqFt, totalLoadCapacity, deckArea, deckSpanFt, joistSpacingIn, woodType) { // — Chart 1: Load vs. Joist Span — var ctx1 = document.getElementById('loadCapacityChart').getContext('2d'); if (myChartInstance) { myChartInstance.destroy(); } var spans = []; var capacitiesPsf = []; var totalCapacities = []; var currentFb = getWoodProperties(woodType).Fb; var currentS = getWoodProperties(woodType).S; var currentI = getWoodProperties(woodType).I; var currentSafetyFactor = parseFloat(document.getElementById('safetyFactor').value); var currentSpacingFt = joistSpacingIn / 12; for (var i = 4; i <= 20; i++) { // Test spans from 4ft to 20ft spans.push(i); var deckSpanIn = i * 12; var ma = currentFb * currentS; var w = (8 * ma) / (deckSpanIn * deckSpanIn); var w_ft = w * 12; var calcPsf = w_ft / currentSpacingFt; var safePsf = calcPsf / currentSafetyFactor; var totalCap = safePsf * deckArea; capacitiesPsf.push(Math.max(0, safePsf)); totalCapacities.push(Math.max(0, totalCap)); } myChartInstance = new Chart(ctx1, { type: 'line', data: { labels: spans, datasets: [{ label: 'Safe Load Capacity (psf)', data: capacitiesPsf, borderColor: 'rgb(0, 74, 153)', // Primary color backgroundColor: 'rgba(0, 74, 153, 0.2)', fill: false, tension: 0.1 }, { label: 'Total Load Capacity (lbs)', data: totalCapacities, borderColor: 'rgb(40, 167, 69)', // Success color backgroundColor: 'rgba(40, 167, 69, 0.2)', fill: false, tension: 0.1 }] }, options: { responsive: true, maintainAspectRatio: false, plugins: { title: { display: true, text: 'Safe Load Capacity vs. Joist Span (Fixed Spacing, Area)' }, tooltip: { callbacks: { label: function(context) { var label = context.dataset.label || ''; if (label) { label += ': '; } if (context.parsed.y !== null) { label += context.parsed.y.toFixed(2) + (context.dataset.label.includes('psf') ? ' psf' : ' lbs'); } return label; } } } }, scales: { x: { title: { display: true, text: 'Joist Span (feet)' } }, y: { title: { display: true, text: 'Capacity' }, beginAtZero: true } } } }); // — Chart 2: Load vs. Joist Spacing — var ctx2 = document.getElementById('trendChart').getContext('2d'); if (myTrendChartInstance) { myTrendChartInstance.destroy(); } var spacings = []; var capacitiesPsfSpacing = []; var spacingsInArray = [12, 16, 20, 24]; // Test spacings from 12in to 24in for (var i = 0; i < spacingsInArray.length; i++) { var spacingIn = spacingsInArray[i]; var spacingFt = spacingIn / 12; spans.push(spacingIn); // Using spans array for labels, maybe rename var deckSpanInForTrend = deckSpanFt * 12; // Use the currently selected span var ma = currentFb * currentS; var w = (8 * ma) / (deckSpanInForTrend * deckSpanInForTrend); var w_ft = w * 12; var calcPsf = w_ft / spacingFt; var safePsf = calcPsf / currentSafetyFactor; capacitiesPsfSpacing.push(Math.max(0, safePsf)); } myTrendChartInstance = new Chart(ctx2, { type: 'bar', // Using bar chart for distinct spacing categories data: { labels: spacingsInArray.map(function(s) { return s + " in"; }), datasets: [{ label: 'Safe Load Capacity (psf)', data: capacitiesPsfSpacing, backgroundColor: [ 'rgba(0, 74, 153, 0.6)', 'rgba(0, 74, 153, 0.6)', 'rgba(0, 74, 153, 0.6)', 'rgba(0, 74, 153, 0.6)' ], borderColor: [ 'rgba(0, 74, 153, 1)', 'rgba(0, 74, 153, 1)', 'rgba(0, 74, 153, 1)', 'rgba(0, 74, 153, 1)' ], borderWidth: 1 }] }, options: { responsive: true, maintainAspectRatio: false, plugins: { title: { display: true, text: 'Safe Load Capacity vs. Joist Spacing (Fixed Span, Area)' }, legend: { display: false // Hide legend as we only have one dataset } }, scales: { x: { title: { display: true, text: 'Joist Spacing (inches)' } }, y: { title: { display: true, text: 'Safe Load Capacity (psf)' }, beginAtZero: true } } } }); } // Initial calculation on load if values are present window.onload = function() { // Check if Chart.js is available, if not, maybe load it or warn the user if (typeof Chart === 'undefined') { console.error("Chart.js library is not loaded. Charts will not display."); // Optionally, you could try to dynamically load Chart.js here // Or simply disable the chart sections document.getElementById('loadCapacityChart').style.display = 'none'; document.getElementById('trendChart').style.display = 'none'; var chartSection = document.querySelector('.calculator-section:nth-of-type(2)'); if(chartSection) chartSection.style.display = 'none'; return; } calculateLoad(); // Perform initial calculation to populate results and charts // Add event listeners for real-time updates (optional, but good UX) var inputs = document.querySelectorAll('.loan-calc-container input, .loan-calc-container select'); for (var i = 0; i < inputs.length; i++) { inputs[i].addEventListener('input', calculateLoad); inputs[i].addEventListener('change', calculateLoad); } // FAQ toggle functionality var faqItems = document.querySelectorAll('.faq-list .faq-item strong'); for (var i = 0; i < faqItems.length; i++) { faqItems[i].addEventListener('click', function() { var answer = this.nextElementSibling; if (answer.style.display === 'block') { answer.style.display = 'none'; } else { answer.style.display = 'block'; } }); } };

Leave a Comment