Concrete Slab Weight Bearing Capacity Calculator

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Concrete Slab Weight Bearing Capacity Calculator

Accurately determine the load-bearing capacity of your concrete slab for various applications.

Slab Capacity Calculator

Enter the thickness of the concrete slab in millimeters (mm).
Enter the characteristic compressive strength of the concrete in Megapascals (MPa). Typical values range from 20-40 MPa.
Enter the diameter of the reinforcing steel bars in millimeters (mm). Common sizes: 8, 10, 12, 16.
Enter the spacing between reinforcing bars in millimeters (mm), center-to-center. Typical values: 150, 200, 300.
Enter the unsupported span of the slab in millimeters (mm). This is the distance between supports.
Uniformly Distributed Load (UDL) Concentrated Load Factor (CLF) Select the type of load applied. UDL is for widespread weight, CLF for point loads.

Calculated Slab Capacity

Key Assumptions: Concrete density: 2400 kg/m³, Steel density: 7850 kg/m³, Load factors applied for design purposes. This is an estimate and professional engineering review is recommended.

Load Capacity Chart

Visualizing the relationship between slab thickness and maximum load capacity under different concrete strengths.

Slab Load Capacity Factors

Factor Description Unit
Slab Thickness The depth of the concrete slab. Thicker slabs are generally stronger. mm
Concrete Compressive Strength (f'c) The ability of concrete to resist crushing forces. Higher strength means greater capacity. MPa
Reinforcement Ratio (ρ) The proportion of steel reinforcement within the concrete. Crucial for tensile strength. %
Rebar Diameter & Spacing Determines the total amount and distribution of steel reinforcement. mm
Slab Span Length The unsupported distance the slab must bridge. Shorter spans handle more load. mm
Load Type Uniformly Distributed Load (UDL) vs. Concentrated Load Factor (CLF).
Support Conditions How the slab edges are supported (e.g., simply supported, continuous, fixed).
Concrete Density The weight of the concrete itself, contributing to the total load. kg/m³

What is Concrete Slab Weight Bearing Capacity?

The concrete slab weight bearing capacity refers to the maximum load that a concrete slab can safely support without experiencing excessive deformation, cracking, or failure. This capacity is a critical design parameter for any structure that utilizes concrete slabs, including floors, foundations, driveways, and bridge decks. Understanding this value ensures the structural integrity and safety of the construction.

Who should use it: This calculation is essential for structural engineers, architects, contractors, builders, and even homeowners planning renovations or constructions. Anyone involved in designing or assessing the load-carrying capability of concrete slabs will find this calculator and information invaluable. It helps in making informed decisions about material specifications, structural design, and the intended use of the slab.

Common misconceptions: A common misconception is that all concrete slabs of the same thickness have the same load-bearing capacity. This is far from true. The strength of concrete, the amount and type of reinforcement, the span, and the nature of the load all play significant roles. Another misconception is that concrete is infinitely strong under compression; while strong, it has limits, and its tensile strength is very low, necessitating steel reinforcement.

Concrete Slab Weight Bearing Capacity Formula and Mathematical Explanation

Calculating the precise weight-bearing capacity of a concrete slab is a complex process typically performed by structural engineers using principles from reinforced concrete design. A simplified approach often involves assessing the slab's bending (moment) capacity and shear capacity. The lower of these two usually governs the overall load-bearing limit.

Here's a conceptual breakdown focusing on bending capacity, as it's often the primary limiting factor for typical slabs:

The load a slab can carry is related to its moment resistance, which is provided by the steel reinforcement. The maximum bending moment (M) a simply supported slab of span L carrying a uniformly distributed load (w) is given by:

M = (w * L^2) / 8

Where:

  • `w` is the load per unit length (or area, depending on analysis). For simplified analysis, we can consider the load per unit width, then scale up.
  • `L` is the span length.

The moment resistance (or moment capacity, MR) of a reinforced concrete section is influenced by the concrete strength, the steel reinforcement properties, and the geometry of the section (thickness, effective depth, area of steel).

A simplified calculation for the moment capacity (MR) involves:

MR = As * fy * (d – a/2)

Where:

  • `As` is the area of steel reinforcement within the effective width.
  • `fy` is the yield strength of the steel reinforcement.
  • `d` is the effective depth of the slab (distance from the top surface to the centroid of the tension reinforcement).
  • `a` is the depth of the equivalent rectangular stress block in the concrete.

Calculating `a` typically involves balancing the tensile force from the steel with the compressive force in the concrete, which depends on `f'c`.

Shear Capacity also needs to be checked. The nominal shear strength (Vn) provided by concrete is:

Vn = 0.17 * λ * sqrt(f'c) * bw * d

Where `bw` is the width of the section and `λ` is a factor for concrete density. Steel reinforcement can also contribute to shear strength, but for typical slabs, concrete shear strength is often sufficient, unless heavy concentrated loads are present.

The ultimate load capacity is then the maximum `w` for which the applied moment (or shear) is less than or equal to the calculated moment (or shear) capacity, considering appropriate load and resistance factors.

Variables Table:

Variable Meaning Unit Typical Range
Slab Thickness (h) Overall depth of the concrete slab. mm 100 – 300+
Concrete Compressive Strength (f'c) Characteristic compressive strength of concrete. MPa 20 – 50
Rebar Diameter (db) Diameter of the steel reinforcing bars. mm 8 – 20
Rebar Spacing (s) Center-to-center distance between reinforcing bars. mm 100 – 300
Slab Span Length (L) Unsupported distance between slab supports. mm 1000 – 6000+
Steel Yield Strength (fy) The stress at which steel begins to deform permanently. MPa 400 – 550 (common grades)
Effective Depth (d) Distance from compression face to centroid of tension reinforcement. mm h – (cover + db/2 + db) approx.
Reinforcement Ratio (ρ) Ratio of the area of steel reinforcement to the gross concrete area. % 0.5 – 3.0
Load Factor Multiplier applied to service loads to obtain factored loads for design. 1.2 – 1.6 (typical)
Resistance Factor (Φ) Multiplier applied to nominal resistance to obtain design resistance. 0.65 – 0.9 (typical)

Note: The calculator uses simplified logic. For accurate concrete slab weight bearing capacity calculations, consult engineering codes (e.g., ACI 318) and a qualified structural engineer.

Practical Examples

Let's explore some real-world scenarios where calculating the concrete slab weight bearing capacity is crucial.

Example 1: Residential Garage Slab

Scenario: A homeowner is building a new garage and wants to ensure the concrete slab can support a standard vehicle. The proposed slab is 120mm thick, uses concrete with a strength of 25 MPa, and will have 10mm rebar spaced at 150mm. The slab spans 4 meters (4000 mm) between support walls. We'll consider a concentrated load factor for the vehicle's weight distribution.

Inputs:

  • Slab Thickness: 120 mm
  • Concrete Strength (f'c): 25 MPa
  • Rebar Diameter: 10 mm
  • Rebar Spacing: 150 mm
  • Slab Span Length: 4000 mm
  • Load Type: Concentrated Load Factor (CLF = 1.5)

Calculator Output (Illustrative):

  • Primary Result (Max Safe Load): ~12.5 kN/m² (distributed equivalent)
  • Intermediate Reinforcement Ratio: ~0.58%
  • Intermediate Moment Capacity: ~55 kNm/m
  • Intermediate Shear Capacity: ~80 kN/m

Interpretation: The calculated capacity suggests the slab can safely support typical vehicle loads. The moment capacity is the limiting factor. A standard car weighs around 15-20 kN. When distributed over the tire contact area, this can be significant but is generally well within the calculated capacity. If heavier vehicles (trucks, RVs) are expected, a thicker slab or higher strength concrete/reinforcement might be needed.

Example 2: Commercial Warehouse Floor

Scenario: A developer is constructing a warehouse floor designed to handle heavy forklift traffic and palletized goods. The slab is specified as 180mm thick, using 35 MPa concrete, with 12mm rebar at 200mm spacing. The slab is designed as a two-way slab with effective spans of 6 meters (6000 mm) in both directions. A uniformly distributed load (UDL) analysis is appropriate here.

Inputs:

  • Slab Thickness: 180 mm
  • Concrete Strength (f'c): 35 MPa
  • Rebar Diameter: 12 mm
  • Rebar Spacing: 200 mm
  • Slab Span Length: 6000 mm
  • Load Type: Uniformly Distributed Load (UDL = 1.0)

Calculator Output (Illustrative):

  • Primary Result (Max Safe Load): ~8.0 kN/m²
  • Intermediate Reinforcement Ratio: ~0.85%
  • Intermediate Moment Capacity: ~110 kNm/m
  • Intermediate Shear Capacity: ~130 kN/m

Interpretation: The warehouse floor needs to support the weight of goods, forklifts, and potentially dynamic loads. A UDL capacity of 8.0 kN/m² (approx. 815 kg/m²) is a reasonable starting point for many warehouse applications. Palletized goods can easily reach this density. The moment capacity governs. Engineers would add safety factors and consider the specific weight of stored materials and forklift axle loads to confirm adequacy. For very heavy loads, a reinforced concrete design might require thicker slabs, higher strength materials, or even post-tensioning.

How to Use This Concrete Slab Weight Bearing Capacity Calculator

Using this calculator is straightforward. Follow these steps to estimate your slab's capacity:

  1. Input Slab Thickness: Enter the total thickness of your concrete slab in millimeters (mm).
  2. Enter Concrete Strength: Input the characteristic compressive strength (f'c) of the concrete in Megapascals (MPa). Refer to concrete mix designs or supplier specifications.
  3. Specify Rebar Details: Enter the diameter (in mm) and the center-to-center spacing (in mm) of the steel reinforcing bars (rebar) used in the slab. This defines the reinforcement ratio.
  4. Define Slab Span: Provide the unsupported length of the slab in millimeters (mm). This is the distance the slab spans between structural supports.
  5. Select Load Type: Choose the type of load you expect the slab to bear. 'Uniformly Distributed Load' (UDL) is for general weight spread evenly. 'Concentrated Load Factor' (CLF) is used for point loads like vehicle tires or heavy machinery legs, often requiring a higher safety margin in calculation.
  6. Calculate: Click the "Calculate Capacity" button.

How to Read Results:

  • Primary Result: This is the estimated maximum safe load the slab can carry, typically expressed in kilopascals (kPa) or kilonewtons per square meter (kN/m²). This is the most critical output.
  • Intermediate Values:
    • Reinforcement Ratio: Shows the percentage of steel reinforcement, indicating how well the slab is fortified against tensile stresses.
    • Moment Capacity: Represents the slab's resistance to bending forces, often the governing factor for load capacity.
    • Shear Capacity: Indicates the slab's resistance to direct shear forces, which is critical near supports or under concentrated loads.
  • Key Assumptions: Review the underlying assumptions (like concrete density) and the disclaimer that this is an estimate.

Decision-Making Guidance: Compare the calculated primary result with the expected loads. If the calculated capacity significantly exceeds the expected load, the slab is likely adequate. If it's close or less, you may need to reinforce the slab, use higher-strength materials, or consult a structural engineer. Always err on the side of caution for structural safety.

Key Factors That Affect Concrete Slab Weight Bearing Capacity

Several factors critically influence the load-bearing capacity of a concrete slab. Understanding these helps in designing robust structures and interpreting calculator results accurately.

  1. Concrete Quality and Strength (f'c): This is paramount. Higher compressive strength concrete can withstand greater stress before failing. The quality of the mix (cement content, aggregate size and quality, water-cement ratio) directly impacts this. Using the specified strength is crucial; lower-than-specified strength significantly reduces bearing capacity.
  2. Amount and Quality of Reinforcement: Concrete is strong in compression but weak in tension. Steel reinforcement (rebar) provides the necessary tensile strength. The amount (area and spacing of bars), grade (yield strength), and proper placement of this steel are critical. Insufficient or misplaced reinforcement drastically lowers the slab's capacity. The concrete slab weight bearing capacity is highly dependent on this.
  3. Slab Thickness (h): A thicker slab has a greater depth and moment of inertia, increasing its resistance to bending and shear. It also allows for greater effective depth (`d`), further enhancing its load-carrying ability. Doubling the thickness can more than double the capacity.
  4. Span Length and Support Conditions: The distance the slab needs to bridge (span) is a major factor. Longer spans lead to higher bending moments and deflections under the same load. Support conditions (how the edges are held) also significantly alter how the slab behaves under load (e.g., simply supported vs. continuous or fixed slabs behave differently).
  5. Load Type and Distribution: Whether the load is uniformly distributed (like stored materials) or concentrated (like a vehicle's wheel) drastically changes the stress pattern within the slab. Concentrated loads typically induce higher localized stresses and require specific design considerations.
  6. Slab Depth and Effective Depth (d): While thickness is the total depth, the effective depth (`d`) – the distance from the top to the center of the main reinforcement – is crucial for calculating bending capacity. It directly influences the lever arm for the internal resisting couple.
  7. Aggregate Interlock and Slab Cracking: Under load, slabs crack. The ability of aggregates to interlock across these cracks, and the behavior of the cracked concrete, influence the ultimate load capacity. Engineering codes account for this through factors and simplified models.
  8. Environmental Factors & Durability: While not directly bearing capacity, factors like exposure to freeze-thaw cycles, chemical attack, or reinforcement corrosion can degrade the concrete and steel over time, reducing the slab's actual capacity compared to its initial design value. Proper cover and material selection are vital for long-term performance.

Frequently Asked Questions (FAQ)

Q1: How accurate is this concrete slab weight bearing capacity calculator?

A: This calculator provides an *estimate* based on simplified engineering principles. Actual capacity depends on numerous factors, including precise construction methods, exact rebar placement, aggregate properties, and specific load conditions. For critical applications, always consult a structural engineer.

Q2: What is the difference between UDL and Concentrated Load Factor (CLF)?

A: UDL represents weight spread evenly over a large area (like stored goods). CLF is used for localized, heavy loads (like vehicle tires). CLF often implies a higher stress concentration, hence the higher factor in the calculator's input.

Q3: Can I use this calculator for suspended slabs or slabs on grade?

A: The calculator is primarily geared towards slabs acting structurally between supports (like suspended floors or bridge decks). For slabs on grade (foundations), soil bearing capacity and subgrade modulus are often more critical than the slab's intrinsic bending capacity, though thickness and reinforcement still matter.

Q4: What does a "governing factor" mean in the results?

A: Structural elements must satisfy multiple design criteria (e.g., bending, shear, deflection). The "governing factor" is the weakest link – the design parameter that limits the overall capacity. Often, for slabs, bending moment capacity governs.

Q5: My calculated capacity seems low. What can I do?

A: You might need to increase slab thickness, use higher strength concrete (f'c), reduce rebar spacing (increasing reinforcement ratio), or ensure the span is supported more effectively. For significant load requirements, consult an engineer about advanced techniques like post-tensioning.

Q6: Does the calculator account for the slab's own weight?

A: Yes, the calculation conceptually includes the slab's self-weight as part of the dead load. The output represents the *additional* superimposed load the slab can carry safely.

Q7: What is the role of aggregate interlock in slab capacity?

A: Aggregate interlock refers to the friction and mechanical interlocking between concrete pieces across a crack. It contributes to the slab's ability to transfer load even after cracking, particularly influencing shear capacity and post-crack behavior.

Q8: How does steel grade (e.g., Grade 60) affect the capacity?

A: Higher steel grade means higher yield strength (fy). A higher `fy` allows the reinforcement to resist greater tensile forces, thus increasing the moment capacity of the slab, leading to a higher overall concrete slab weight bearing capacity.

© 2023 Your Company Name. All rights reserved.

Disclaimer: This calculator and information are for educational and estimation purposes only. Consult with a qualified structural engineer for any real-world construction project.

// Default values var defaultValues = { slabThickness: 150, concreteStrength: 30, rebarDiameter: 10, rebarSpacing: 200, slabSpan: 3000, loadType: 1.0 }; function getInputValue(id, type) { var element = document.getElementById(id); if (!element) return NaN; var value = element.value; if (value === "") return NaN; if (type === 'number') { return parseFloat(value); } return value; } function setErrorMessage(id, message) { var errorElement = document.getElementById(id); if (errorElement) { errorElement.textContent = message; } } function isValidNumber(value, min, max) { return typeof value === 'number' && !isNaN(value) && value >= min && value effectiveDepth) { // If stress block depth exceeds effective depth, it's a compression-controlled section (unlikely for typical slabs but good check) // Re-calculate 'a' based on strain compatibility or use simplified formulas. // For simplicity here, we cap it conceptually or acknowledge potential over-reinforcement. // A more rigorous calculation would involve strain compatibility. // For this simplified calculator, we will proceed but note this limitation. } // Calculate Moment Capacity (per meter width) // Design Moment Capacity = phi * As * fy * (d – a/2) var designMomentCapacity = resistanceFactorPhi * areaSteelPerMeter * steelYieldStrength * (effectiveDepthM – depthOfStressBlock / 2000); // Nm/m, convert depth to meters var designMomentCapacity_kNm_m = designMomentCapacity / 1000; // kNm/m // Calculate Maximum Bending Moment (per meter width) for a simply supported slab // M = w * L^2 / 8 // We need to find 'w' (load per m^2) // Applied Factored Moment (M_applied) = loadFactor * w_service * slabSpanM^2 / 8 // We set M_applied <= Design Moment Capacity // loadFactor * w_service * slabSpanM^2 / 8 <= designMomentCapacity_kNm_m // w_service <= (designMomentCapacity_kNm_m * 8) / (loadFactor * slabSpanM^2) var maxServiceLoad_kNm2 = (designMomentCapacity_kNm_m * 8) / (loadFactor * Math.pow(slabSpanM, 2)); // Consider the load type factor var finalLoadCapacity_kNm2 = maxServiceLoad_kNm2 / loadTypeFactor; // — Shear Capacity Check (Simplified) — // Nominal shear strength of concrete Vc = 0.17 * lambda * sqrt(f'c) * bw * d (ACI 318) var lambda = 1.0; // For normal weight concrete var nominalShearConcrete = 0.17 * lambda * Math.sqrt(concreteStrength) * 1.0 * effectiveDepthM; // kN/m (bw=1m) var designShearConcrete = resistanceFactorPhi * nominalShearConcrete; // kN/m // Applied shear force (for UDL) V = w*L/2. Use factored load. var maxFactoredLoadForShear_kNm2 = (designShearConcrete * 2) / slabSpanM; // The governing capacity is the minimum of moment and shear var governingCapacity_kNm2 = Math.min(finalLoadCapacity_kNm2, maxFactoredLoadForShear_kNm2); // — Display Results — var resultsContainer = document.getElementById('resultsContainer'); resultsContainer.style.display = 'block'; document.getElementById('primaryResult').textContent = governingCapacity_kNm2.toFixed(2) + ' kN/m²'; document.getElementById('intermediateReinforcementRatio').textContent = 'Reinforcement Ratio (ρ): ' + (reinforcementRatio * 100).toFixed(2) + '%'; document.getElementById('intermediateMomentCapacity').textContent = 'Moment Capacity (f.e.): ' + designMomentCapacity_kNm_m.toFixed(2) + ' kNm/m'; document.getElementById('intermediateShearCapacity').textContent = 'Shear Capacity (f.e.): ' + designShearConcrete.toFixed(2) + ' kN/m'; // — Update Chart — updateChart(slabThickness, concreteStrength, governingCapacity_kNm2); } function copyResults() { var primaryResult = document.getElementById('primaryResult').textContent; var intermediateReinforcement = document.getElementById('intermediateReinforcementRatio').textContent; var intermediateMoment = document.getElementById('intermediateMomentCapacity').textContent; var intermediateShear = document.getElementById('intermediateShearCapacity').textContent; var assumptions = document.querySelector('.key-assumptions').textContent.replace('Key Assumptions: ', ''); var textToCopy = "Concrete Slab Capacity Results:\n\n"; textToCopy += "Max Safe Load: " + primaryResult + "\n"; textToCopy += intermediateReinforcement + "\n"; textToCopy += intermediateMoment + "\n"; textToCopy += intermediateShear + "\n\n"; textToCopy += "Key Assumptions:\n" + assumptions; navigator.clipboard.writeText(textToCopy).then(function() { // Optionally provide feedback to user alert('Results copied to clipboard!'); }).catch(function(err) { console.error('Failed to copy results: ', err); alert('Failed to copy results.'); }); } function resetCalculator() { document.getElementById('slabThickness').value = defaultValues.slabThickness; document.getElementById('concreteStrength').value = defaultValues.concreteStrength; document.getElementById('rebarDiameter').value = defaultValues.rebarDiameter; document.getElementById('rebarSpacing').value = defaultValues.rebarSpacing; document.getElementById('slabSpan').value = defaultValues.slabSpan; document.getElementById('loadType').value = defaultValues.loadType; // Clear errors setErrorMessage('slabThicknessError', ''); setErrorMessage('concreteStrengthError', ''); setErrorMessage('rebarDiameterError', ''); setErrorMessage('rebarSpacingError', ''); setErrorMessage('slabSpanError', ''); document.getElementById('resultsContainer').style.display = 'none'; // Reset chart if needed (optional, can also var it update on next calculation) updateChart(defaultValues.slabThickness, defaultValues.concreteStrength, 0); } // — Charting Logic — var chartInstance = null; // To hold the chart instance function updateChart(currentThickness, currentStrength, currentCapacity) { var ctx = document.getElementById('capacityChart').getContext('2d'); // Destroy previous chart instance if it exists if (chartInstance) { chartInstance.destroy(); } // Define typical concrete strengths for comparison lines var strengths = [20, 25, 30, 35, 40]; // MPa var thicknesses = []; var capacitiesForStrength = {}; // Store capacity data for each strength // Populate data for chart – calculate capacity for a range of thicknesses at different strengths var fixedSpan = 4000; // Use a fixed span for chart comparison (e.g., 4m) var fixedRebarDiam = 10; var fixedRebarSpacing = 150; var fixedLoadType = 1.0; // UDL for (var i = 0; i < strengths.length; i++) { capacitiesForStrength[strengths[i]] = []; for (var t = 50; t <= 250; t += 20) { // Iterate through thicknesses // Re-run simplified calculation for chart data points var thicknessM = t / 1000; var spanM = fixedSpan / 1000; var selfWeight = 2400 * thicknessM; // kg/m^2 var selfWeightkN = (selfWeight * 9.81) / 1000; var areaSteel = (Math.PI * Math.pow((fixedRebarDiam / 1000) / 2, 2)) / (fixedRebarSpacing / 1000); var grossArea = 1.0 * thicknessM; var rho = areaSteel / grossArea; var effectiveDepth = t – 25 – fixedRebarDiam; // mm var effectiveDepthM = effectiveDepth / 1000; var depthStressBlock = (areaSteel * strengths[i]) / (0.85 * strengths[i] * 1.0); // Simplified var designMomentCap = 0.9 * areaSteel * 420 * (effectiveDepthM – (depthStressBlock / 2000) / 2); // Nm/m var designMomentCapkNm = designMomentCap / 1000; // kNm/m var maxServiceLoad = (designMomentCapkNm * 8) / (1.4 * Math.pow(spanM, 2)); // kN/m^2 // Shear check (simplified) var nominalShear = 0.17 * 1.0 * Math.sqrt(strengths[i]) * 1.0 * effectiveDepthM; var designShear = 0.9 * nominalShear; var maxShearLoad = (designShear * 2) / spanM; var governingCapacity = Math.min(maxServiceLoad, maxShearLoad); capacitiesForStrength[strengths[i]].push({x: t, y: governingCapacity}); // Store thickness (x) and capacity (y) if (i === 0) thicknesses.push(t); // Store thicknesses from the first iteration } } var datasets = strengths.map(function(strength) { return { label: strength + ' MPa Concrete', data: capacitiesForStrength[strength], borderColor: getRandomColor(strength), // Assign a color based on strength fill: false, tension: 0.1 }; }); // Add a point for the current calculation datasets.push({ label: 'Current Calculation (' + currentStrength + ' MPa)', data: [{x: currentThickness, y: currentCapacity}], backgroundColor: 'rgba(255, 99, 132, 1)', // Red for current point borderColor: 'rgba(255, 99, 132, 1)', pointRadius: 6, pointHoverRadius: 8, type: 'scatter' // Use scatter type for a single point }); chartInstance = new Chart(ctx, { type: 'line', // Default type, but scatter point will overlay data: { datasets: datasets }, options: { responsive: true, maintainAspectRatio: true, plugins: { title: { display: true, text: 'Estimated Slab Capacity vs. Thickness (Fixed Span: ' + (fixedSpan/1000) + 'm)', color: 'var(–primary-color)', font: { size: 16 } }, legend: { position: 'top', } }, scales: { x: { type: 'linear', position: 'bottom', title: { display: true, text: 'Slab Thickness (mm)', color: '#555' }, ticks: { beginAtZero: false, callback: function(value, index, ticks) { return value + ' mm'; } } }, y: { title: { display: true, text: 'Max Load Capacity (kN/m²)', color: '#555' }, ticks: { beginAtZero: true, callback: function(value, index, ticks) { return value.toFixed(1) + ' kN/m²'; } } } } } }); } // Helper to get a distinct color based on strength for the chart function getRandomColor(strength) { var baseColors = [ '#004a99', '#28a745', '#ffc107', '#dc3545', '#6f42c1', '#fd7e14', '#20c997' ]; // Simple mapping based on strength value to pick a color var index = strength % baseColors.length; return baseColors[index]; } // Initial calculation and chart setup on page load document.addEventListener('DOMContentLoaded', function() { calculateSlabCapacity(); // Perform initial calculation // Initial chart setup based on default values updateChart(defaultValues.slabThickness, defaultValues.concreteStrength, 0); // capacity initially 0 before calc });

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