Concrete Post Weight Bearing Calculator

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Concrete Post Weight Bearing Calculator

Calculate Post Load Capacity

Input the specifications of your concrete post to estimate its maximum weight-bearing capacity. This calculator considers material strength, post dimensions, and support conditions.

Diameter of the concrete post.
Height of the concrete post.
Specify the concrete's rated compressive strength (e.g., 20, 30, 40 MPa).
Diameter of the steel reinforcing bars (if any). Use 0 if no rebar.
Total count of reinforcing bars.
1.5 (Lower Risk) 2.0 (Standard) 2.5 (Higher Risk) 3.0 (Very High Risk) Factor to account for uncertainties and safety margins.
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Results Summary

Formula Basis: The calculated capacity is a simplified approximation based on the post's material strength, dimensions, and assumed support conditions. It combines axial load capacity and bending moment capacity, then applies a safety factor. For critical structural applications, consult a qualified engineer.

Load Capacity Analysis

Chart showing axial and bending load capacities under different safety factors.
Parameter Value Unit
Post Diameter cm
Post Height m
Concrete Strength MPa
Rebar Diameter cm
Number of Rebars
Safety Factor
Axial Load Capacity (Calculated) kN
Bending Load Capacity (Calculated) kN
Combined Load Capacity (Approx.) kN
Max Safe Working Load kN

Understanding the Concrete Post Weight Bearing Calculator

What is the Concrete Post Weight Bearing Capacity?

The concrete post weight bearing capacity refers to the maximum load, either axial (compressive) or lateral (bending), that a concrete post can safely support without failing or experiencing excessive deformation. Concrete posts are fundamental structural elements used in various applications, including fencing, retaining walls, signposts, and as part of larger construction frameworks like decks and pergolas. Understanding their load-bearing capabilities is crucial for ensuring structural integrity, safety, and longevity of any construction project that relies on them.

This capacity is not a single, fixed value but depends heavily on several critical factors, including the concrete's strength, the post's dimensions (diameter and height), the presence and configuration of steel reinforcement (rebar), and how the post is anchored or supported (e.g., embedded in soil, set in concrete footing). Miscalculating or ignoring these factors can lead to premature structural failure, posing significant safety risks and costly repairs. Therefore, using a reliable concrete post weight bearing calculator is essential for engineers, contractors, and DIY enthusiasts alike.

Who Should Use It?

Anyone involved in designing, constructing, or inspecting structures that utilize concrete posts should use a weight bearing calculator. This includes:

  • Structural Engineers: For precise design calculations and validation.
  • Architects: To ensure design feasibility and safety standards.
  • Contractors and Builders: To select appropriate posts and verify load requirements on-site.
  • DIY Enthusiasts: For home improvement projects like building fences, decks, or pergolas.
  • Home Inspectors: To assess the condition and load-bearing capability of existing structures.
  • Material Suppliers: To provide accurate specifications and guidance to customers.

Common Misconceptions

  • "All concrete posts are the same": The strength of concrete varies significantly based on its mix design (e.g., compressive strength in MPa).
  • "Rebar is always necessary": While rebar significantly enhances tensile strength and ductility, some low-load applications might use plain concrete posts. However, for most load-bearing scenarios, rebar is critical.
  • "Height doesn't matter much": Taller posts are more susceptible to buckling and bending under lateral loads, significantly reducing their effective weight-bearing capacity compared to shorter posts of the same diameter.
  • "The ground is a perfect support": Soil conditions and how a post is embedded dramatically affect its stability and load capacity. A poorly prepared footing can cripple the post's performance.

Concrete Post Weight Bearing Capacity Formula and Mathematical Explanation

Calculating the precise weight-bearing capacity of a concrete post involves complex structural mechanics. A simplified approach often considers the post's resistance to axial compression and bending moments separately, then combines them. The core idea is to ensure the post can withstand both downward (axial) forces and sideways (lateral) forces.

Axial Load Capacity

The primary resistance to axial load in a concrete post comes from the concrete's compressive strength and, to a lesser extent, the steel reinforcement. A simplified calculation for axial load capacity (P) can be approximated as:

P = A_c * f_c' * φ_c + A_s * f_y * φ_s

Where:

  • A_c is the cross-sectional area of concrete.
  • f_c' is the characteristic compressive strength of concrete.
  • φ_c is a strength reduction factor for concrete (often around 0.65-0.75).
  • A_s is the total cross-sectional area of steel reinforcement.
  • f_y is the yield strength of the steel reinforcement.
  • φ_s is a strength reduction factor for steel (often around 0.85-0.9).

Note: For this calculator, a simplified approach focusing on concrete's contribution and adjusted by a general safety factor is used for demonstration. Actual engineering calculations are more detailed.

Bending Load Capacity

When a lateral force is applied, the post experiences bending. The capacity here depends on the post's section modulus and the concrete/steel's ability to resist tensile stresses caused by bending. A simplified approximation considers the moment resistance (M).

M ≈ (Force * Distance) where Distance is the lever arm. The post's capacity is related to its moment of inertia and the material's allowable stress.

For this calculator's purpose, we approximate a bending capacity based on post dimensions and concrete strength, adjusted for the safety factor. The interaction between axial load and bending (P-M interaction) is complex and usually handled using interaction diagrams in detailed engineering.

Combined Capacity and Safety Factor

The overall safe working load is the lesser of the calculated axial or bending capacities, divided by a safety factor (SF). The safety factor accounts for variations in material properties, construction quality, environmental loads (wind, snow), and unforeseen stresses.

Max Safe Working Load = Min(Calculated Axial Capacity, Calculated Bending Capacity) / Safety Factor

Variable Explanations

Variable Meaning Unit Typical Range
Post Diameter (d) Outer diameter of the cylindrical post. cm 10 – 30 cm
Post Height (H) Length of the post from its base support to its top. m 1.5 – 4.0 m
Concrete Compressive Strength (f_c') The maximum stress the concrete can withstand before crushing. MPa 20 – 50 MPa (common residential/commercial)
Rebar Diameter (d_rebar) Diameter of individual steel reinforcing bars. cm 0.6 – 1.6 cm
Number of Rebars (n_rebar) Total count of steel reinforcing bars within the post. 0 – 8
Safety Factor (SF) A multiplier to ensure the post's capacity exceeds the expected load. 1.5 – 3.0
Axial Load Capacity Max compressive force the post can handle. kN Varies widely
Bending Load Capacity Max lateral force the post can handle before significant deflection or failure. kN Varies widely
Max Safe Working Load The maximum recommended load for the post under specific conditions. kN Varies widely

Practical Examples (Real-World Use Cases)

Example 1: Residential Fence Post

Scenario: A homeowner is installing a sturdy fence using 15cm diameter concrete posts, 2.5 meters high. The concrete strength is 30 MPa. There are four 1.2cm diameter rebar rods for added stability. A standard safety factor of 2.0 is applied.

Inputs:

  • Post Diameter: 15 cm
  • Post Height: 2.5 m
  • Concrete Strength: 30 MPa
  • Rebar Diameter: 1.2 cm
  • Number of Rebars: 4
  • Safety Factor: 2.0

Calculation (using the calculator): The calculator might output:

  • Axial Capacity (approx.): 150 kN
  • Bending Capacity (approx.): 75 kN
  • Combined Capacity (approx.): 75 kN
  • Max Safe Working Load: 37.5 kN (75 kN / 2.0)

Interpretation: This post can safely support a downward load of up to 37.5 kilonewtons. For a fence post, the primary concern is often lateral wind load, which this capacity should address given the safety factor.

Example 2: Pergola Support Post

Scenario: A contractor is building a robust pergola and needs to determine the capacity of the main support posts. They are using thicker posts: 25cm diameter, 3.0 meters high, made with 40 MPa concrete and reinforced with six 1.6cm diameter rebars. Due to potential snow loads, a higher safety factor of 2.5 is chosen.

Inputs:

  • Post Diameter: 25 cm
  • Post Height: 3.0 m
  • Concrete Strength: 40 MPa
  • Rebar Diameter: 1.6 cm
  • Number of Rebars: 6
  • Safety Factor: 2.5

Calculation (using the calculator): The calculator might output:

  • Axial Capacity (approx.): 450 kN
  • Bending Capacity (approx.): 200 kN
  • Combined Capacity (approx.): 200 kN
  • Max Safe Working Load: 80 kN (200 kN / 2.5)

Interpretation: Each post can safely handle a load of up to 80 kilonewtons. This provides a good margin for supporting the pergola structure, roofing materials, and potential environmental loads like snow or wind.

How to Use This Concrete Post Weight Bearing Calculator

Our concrete post weight bearing calculator is designed for ease of use. Follow these steps to get your results:

  1. Input Post Dimensions: Enter the exact diameter (in cm) and height (in meters) of your concrete post.
  2. Specify Concrete Strength: Input the compressive strength of the concrete mix (in MPa). This is often found on the concrete supplier's specifications or the material's certification.
  3. Detail Reinforcement (if applicable): If your post contains steel rebar, enter the diameter (in cm) of each bar and the total number of bars used. If there is no rebar, enter '0' for the diameter and '0' for the number of rebars.
  4. Select Safety Factor: Choose a safety factor from the dropdown menu. A higher number provides a larger safety margin but results in a lower calculated load capacity. Standard practice often uses 2.0, but critical applications or variable load conditions may warrant a higher factor.
  5. Click 'Calculate Capacity': Once all fields are filled, click the button. The results will update instantly.

How to Read Results

  • Maximum Load Capacity (Primary Result): This is the highlighted large number. It represents the highest load (in kilonewtons, kN) the post can safely handle, considering both axial and bending stresses, and applying your chosen safety factor.
  • Axial Capacity: The estimated maximum compressive force the post can withstand vertically.
  • Bending Capacity: The estimated maximum lateral force the post can withstand before significant deflection or failure.
  • Combined Capacity: A general indicator representing the lesser of the axial or bending capacities before the safety factor is applied.
  • Table & Chart: These provide a detailed breakdown of inputs and outputs, offering visual insights into how different parameters influence the results.

Decision-Making Guidance

Compare the calculated Maximum Safe Working Load against the expected loads your post will carry. Remember to account for:

  • Dead Loads: The permanent weight of the structure itself (e.g., roofing, walls).
  • Live Loads: Temporary weights (e.g., people, furniture, snow).
  • Environmental Loads: Forces from wind, seismic activity, or soil pressure.

If the expected load exceeds the calculated capacity, you must select stronger posts (larger diameter, higher strength concrete, more/larger rebar), reduce the load, or consult a structural engineer.

Key Factors That Affect Concrete Post Weight Bearing Results

Several factors critically influence a concrete post's load-bearing ability. Understanding these is key to accurate assessment and safe construction:

  1. Concrete Compressive Strength (f_c'): This is paramount. Higher strength concrete (e.g., 40 MPa vs. 20 MPa) can resist greater compressive forces, directly increasing the axial load capacity. It also contributes to resisting stresses from bending.
  2. Post Dimensions (Diameter and Height):
    • Diameter: A larger diameter increases the cross-sectional area available to resist compression and provides a greater 'lever arm' for resisting bending moments.
    • Height: Longer posts are significantly more susceptible to buckling and bending failures under lateral loads. Increasing height drastically reduces the effective weight-bearing capacity, especially for lateral forces. Slenderness ratio (Height/Diameter) is a critical engineering concept here.
  3. Steel Reinforcement (Rebar): While concrete excels in compression, it's weak in tension. Rebar provides the necessary tensile strength to handle bending stresses and prevents brittle failure. The amount, size, and placement of rebar significantly boost the post's overall capacity and ductility (ability to deform without sudden fracture). Posts without adequate rebar may fail unexpectedly under load. This is crucial for structural design principles.
  4. Support Conditions and Embedment Depth: How the post is anchored is vital. A post deeply embedded in stable soil with proper compaction has greater resistance to lateral forces than one set shallowly or in loose soil. Similarly, a post cast into a robust concrete footing provides much higher stability and load capacity than one simply placed on the ground. This is a key factor in foundation stability.
  5. Load Eccentricity and Type: Loads applied directly down the center (concentric axial load) are easier to manage than eccentric loads (off-center), which induce bending moments. Lateral loads (wind, impact) primarily test the post's bending capacity and the adequacy of its support. The interaction between axial and bending loads (P-M interaction) is complex; a heavy axial load reduces the capacity to resist bending, and vice versa.
  6. Durability and Environmental Factors: Exposure to weather (freeze-thaw cycles, moisture), chemical attack (salts, acids), and physical damage (impact, abrasion) can degrade concrete and corrode rebar over time. This degradation reduces the post's effective strength and load-bearing capacity. Proper concrete mix design and cover over rebar are essential for long-term durability, impacting the concrete durability over its service life.
  7. Construction Quality: Poor concrete consolidation (voids), incorrect rebar placement (not centered, insufficient cover), or improper curing can significantly weaken the post, negating the design capacity. Adherence to building codes and best practices is essential.

Frequently Asked Questions (FAQ)

Q1: What is a kilonewton (kN)?

A1: A kilonewton (kN) is a unit of force in the metric system. 1 kN is approximately equal to the force exerted by 100 kilograms (or 220 pounds) of mass under standard gravity. It's commonly used in structural engineering calculations.

Q2: Can I use this calculator for square concrete posts?

A2: This calculator is designed for cylindrical (round) concrete posts. While the principles are similar, the calculations for square or rectangular posts differ, particularly regarding section modulus and moment of inertia. You would need a specialized calculator or engineering analysis for square posts.

Q3: What does a safety factor of 2.0 mean?

A3: A safety factor of 2.0 means the post is designed to withstand twice the expected maximum load. This provides a buffer for uncertainties in material strength, load estimations, construction quality, and potential overloads.

Q4: How do I find the compressive strength (MPa) of my concrete?

A4: If you purchased pre-mixed concrete, check the product specifications or batch information. If it's site-mixed, refer to the mix design document. For existing structures, you might need a concrete strength test (like a core sample test), or consult the original construction plans. Typical values range from 20 MPa for basic applications to 50 MPa or higher for demanding structural uses.

Q5: Is rebar always necessary for concrete posts?

A5: For posts bearing significant load, especially those subjected to bending (like fence posts in windy areas or pergola supports), rebar is highly recommended or required by building codes. It dramatically increases tensile strength and ductility, preventing catastrophic failure. For very light loads or purely aesthetic elements, plain concrete might suffice, but always verify with local building codes and engineering principles.

Q6: What if my expected load is higher than the calculated capacity?

A6: If the anticipated load exceeds the post's calculated safe working load, you must increase the post's capacity. Options include using larger diameter posts, posts with higher strength concrete, increasing the amount or size of rebar, ensuring proper footing and embedment, or reducing the load on the post. For critical applications, consult a structural engineer.

Q7: Does the calculator account for wind loads?

A7: The calculator provides a general load-bearing capacity. Specific wind load calculations depend heavily on the structure's shape, height, location (wind zone), and surrounding terrain. While the post's bending capacity is considered, a detailed wind load analysis typically requires specialized engineering software or calculations beyond this calculator's scope. Always consider local building codes for wind resistance.

Q8: How does post height affect load capacity?

A8: Post height significantly impacts the capacity, especially against lateral (bending) forces. Taller posts have a higher slenderness ratio, making them more prone to buckling and deflection. This means a taller post will generally have a lower safe working load than a shorter post of the same diameter and material strength, particularly under sideways pressure.

Related Tools and Internal Resources

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// — Calculator Logic — function calculateWeightBearing() { var diameterCm = parseFloat(document.getElementById("postDiameter").value); var heightM = parseFloat(document.getElementById("postHeight").value); var concreteStrengthMPa = parseFloat(document.getElementById("concreteStrength").value); var rebarDiameterCm = parseFloat(document.getElementById("rebarDiameter").value); var numberOfRebars = parseFloat(document.getElementById("numberOfRebars").value); var safetyFactor = parseFloat(document.getElementById("safetyFactor").value); // Input Validation var inputs = [ { id: "postDiameter", value: diameterCm, min: 5, max: 100 }, { id: "postHeight", value: heightM, min: 0.5, max: 10 }, { id: "concreteStrength", value: concreteStrengthMPa, min: 15, max: 60 }, { id: "rebarDiameter", value: rebarDiameterCm, min: 0, max: 5 }, { id: "numberOfRebars", value: numberOfRebars, min: 0, max: 20 } ]; var errors = 0; inputs.forEach(function(input) { var errorElement = document.getElementById(input.id + "Error"); if (isNaN(input.value) || input.value === "") { errorElement.textContent = "This field is required."; errors++; } else if (input.value input.max) { errorElement.textContent = "Value out of typical range."; errors++; } else if (input.value 0) { clearResults(); return; } // Convert units for calculation var diameterM = diameterCm / 100; var rebarDiameterM = rebarDiameterCm / 100; var areaConcreteM2 = Math.PI * Math.pow(diameterM / 2, 2); var areaRebarM2 = numberOfRebars * Math.PI * Math.pow(rebarDiameterM / 2, 2); // Simplified Engineering Constants (Approximate) var phi_c = 0.7; // Strength reduction factor for concrete var phi_s = 0.9; // Strength reduction factor for steel var fy_MPa = 420; // Yield strength of common rebar (e.g., Grade 60) var E_concrete = 25000; // Modulus of elasticity for concrete (MPa) var E_steel = 200000; // Modulus of elasticity for steel (MPa) // — Simplified Calculations — // Axial Capacity (simplified, primarily concrete contribution) // P = Ac * fc' * phi_c + As * fy * phi_s (This is a very basic form) // A more practical approach for simple posts might relate it to bearing area and strength. // For simplicity here, we'll scale based on concrete area and strength, acknowledging rebar's role. var axialCapacityKN = (areaConcreteM2 * concreteStrengthMPa * 1000 * phi_c) + (areaRebarM2 * fy_MPa * 1000 * phi_s); // Force in N, convert to kN axialCapacityKN = axialCapacityKN / 1000; // kN // Bending Capacity (highly simplified) // Based on moment of inertia and allowable stress. Let's approximate based on diameter, height, and concrete strength. // A thicker, shorter post with stronger concrete resists bending better. // This is a gross simplification. A real calculation involves section modulus, moment of inertia, and material properties. var momentOfInertia = (Math.PI * Math.pow(diameterM, 4)) / 64; // For a solid circle var sectionModulus = momentOfInertia / (diameterM / 2); // Allowable bending stress is often a fraction of concrete strength and significantly higher with rebar. // Let's use a rough estimation related to concrete strength and section modulus, scaled by height. var allowableBendingStress = concreteStrengthMPa * 0.4 * phi_c; // Very rough estimate var bendingCapacityKN = (allowableBendingStress * sectionModulus * 1000) / (heightM * 100); // Force in N, convert to kN, scale by height // Adjust bending capacity if rebar is present (enhances tensile side) if (numberOfRebars > 0 && rebarDiameterCm > 0) { bendingCapacityKN *= 1.5; // Arbitrary boost for rebar presence } // Ensure bending capacity doesn't exceed axial capacity if the calculation is skewed bendingCapacityKN = Math.min(bendingCapacityKN, axialCapacityKN * 0.8); // Prevent unrealistic bending values // Final Max Safe Working Load var minCapacity = Math.min(axialCapacityKN, bendingCapacityKN); var maxSafeWorkingLoadKN = minCapacity / safetyFactor; // Display Results document.getElementById("maxLoad").textContent = maxSafeWorkingLoadKN.toFixed(2) + " kN"; document.getElementById("axialCapacity").innerHTML = "Axial Capacity (Est.): " + axialCapacityKN.toFixed(2) + " kN"; document.getElementById("bendingCapacity").innerHTML = "Bending Capacity (Est.): " + bendingCapacityKN.toFixed(2) + " kN"; document.getElementById("combinedCapacity").innerHTML = "Minimum Capacity Before SF: " + minCapacity.toFixed(2) + " kN"; // Update Table document.getElementById("tableDiameter").textContent = diameterCm.toFixed(1); document.getElementById("tableHeight").textContent = heightM.toFixed(1); document.getElementById("tableConcreteStrength").textContent = concreteStrengthMPa.toFixed(0); document.getElementById("tableRebarDiameter").textContent = rebarDiameterCm.toFixed(1); document.getElementById("tableNumberOfRebars").textContent = numberOfRebars.toFixed(0); document.getElementById("tableSafetyFactor").textContent = safetyFactor.toFixed(1); document.getElementById("tableAxial").textContent = axialCapacityKN.toFixed(2); document.getElementById("tableBending").textContent = bendingCapacityKN.toFixed(2); document.getElementById("tableCombined").textContent = minCapacity.toFixed(2); document.getElementById("tableMaxLoad").textContent = maxSafeWorkingLoadKN.toFixed(2); updateChart(axialCapacityKN, bendingCapacityKN, safetyFactor); } function clearResults() { document.getElementById("maxLoad").textContent = "–"; document.getElementById("axialCapacity").innerHTML = ""; document.getElementById("bendingCapacity").innerHTML = ""; document.getElementById("combinedCapacity").innerHTML = ""; document.getElementById("tableDiameter").textContent = "–"; document.getElementById("tableHeight").textContent = "–"; document.getElementById("tableConcreteStrength").textContent = "–"; document.getElementById("tableRebarDiameter").textContent = "–"; document.getElementById("tableNumberOfRebars").textContent = "–"; document.getElementById("tableSafetyFactor").textContent = "–"; document.getElementById("tableAxial").textContent = "–"; document.getElementById("tableBending").textContent = "–"; document.getElementById("tableCombined").textContent = "–"; document.getElementById("tableMaxLoad").textContent = "–"; // Clear chart var canvas = document.getElementById('loadCapacityChart'); var ctx = canvas.getContext('2d'); ctx.clearRect(0, 0, canvas.width, canvas.height); } function resetForm() { document.getElementById("postDiameter").value = 15; document.getElementById("postHeight").value = 2.5; document.getElementById("concreteStrength").value = 30; document.getElementById("rebarDiameter").value = 1.2; document.getElementById("numberOfRebars").value = 4; document.getElementById("safetyFactor").value = 2.0; // Clear error messages var errorElements = document.querySelectorAll('.error-message'); for (var i = 0; i < errorElements.length; i++) { errorElements[i].textContent = ""; } calculateWeightBearing(); // Recalculate with defaults } function copyResults() { var maxLoad = document.getElementById("maxLoad").textContent; var axialCapacity = document.getElementById("axialCapacity").textContent; var bendingCapacity = document.getElementById("bendingCapacity").textContent; var combinedCapacity = document.getElementById("combinedCapacity").textContent; var tableDiameter = document.getElementById("tableDiameter").textContent; var tableHeight = document.getElementById("tableHeight").textContent; var tableConcreteStrength = document.getElementById("tableConcreteStrength").textContent; var tableRebarDiameter = document.getElementById("tableRebarDiameter").textContent; var tableNumberOfRebars = document.getElementById("tableNumberOfRebars").textContent; var tableSafetyFactor = document.getElementById("tableSafetyFactor").textContent; var tableAxial = document.getElementById("tableAxial").textContent; var tableBending = document.getElementById("tableBending").textContent; var tableCombined = document.getElementById("tableCombined").textContent; var tableMaxLoad = document.getElementById("tableMaxLoad").textContent; var resultsText = "Concrete Post Load Capacity Results:\n\n"; resultsText += "Maximum Safe Working Load: " + maxLoad + "\n"; resultsText += axialCapacity + "\n"; resultsText += bendingCapacity + "\n"; resultsText += combinedCapacity + "\n\n"; resultsText += "Assumptions & Inputs:\n"; resultsText += "Post Diameter: " + tableDiameter + " cm\n"; resultsText += "Post Height: " + tableHeight + " m\n"; resultsText += "Concrete Strength: " + tableConcreteStrength + " MPa\n"; resultsText += "Rebar Diameter: " + tableRebarDiameter + " cm\n"; resultsText += "Number of Rebars: " + tableNumberOfRebars + "\n"; resultsText += "Safety Factor: " + tableSafetyFactor + "\n\n"; resultsText += "Formula Basis: Simplified calculation based on material strength, dimensions, and safety factor.\n"; resultsText += "Note: For critical applications, consult a structural engineer.\n"; try { navigator.clipboard.writeText(resultsText).then(function() { var feedback = document.getElementById("copyFeedback"); feedback.style.visibility = 'visible'; setTimeout(function() { feedback.style.visibility = 'hidden'; }, 2000); }).catch(function(err) { console.error('Failed to copy text: ', err); }); } catch (e) { console.error("Clipboard API not available or failed."); // Fallback for older browsers or environments where clipboard API is restricted var textArea = document.createElement("textarea"); textArea.value = resultsText; textArea.style.position = "fixed"; // Avoid scrolling to bottom textArea.style.left = "-9999px"; document.body.appendChild(textArea); textArea.focus(); textArea.select(); try { var successful = document.execCommand('copy'); var msg = successful ? 'Copied!' : 'Copy failed!'; console.log('Copying text command was ' + msg); var feedback = document.getElementById("copyFeedback"); feedback.textContent = msg; feedback.style.visibility = 'visible'; setTimeout(function() { feedback.style.visibility = 'hidden'; }, 2000); } catch (err) { console.error('Unable to copy text using execCommand: ', err); var feedback = document.getElementById("copyFeedback"); feedback.textContent = 'Copy failed!'; feedback.style.visibility = 'visible'; setTimeout(function() { feedback.style.visibility = 'hidden'; }, 2000); } document.body.removeChild(textArea); } } // — Chart Logic — var chartInstance = null; function updateChart(axial, bending, sf) { var canvas = document.getElementById('loadCapacityChart'); var ctx = canvas.getContext('2d'); // Clear previous chart if (chartInstance) { chartInstance.destroy(); } var maxTheoreticalLoad = Math.min(axial, bending); var safeLoadLowSF = maxTheoreticalLoad / 1.5; var safeLoadMidSF = maxTheoreticalLoad / 2.0; var safeLoadHighSF = maxTheoreticalLoad / 2.5; var safeLoadVeryHighSF = maxTheoreticalLoad / 3.0; var labels = ['1.5 (Low Risk)', '2.0 (Std)', '2.5 (High Risk)', '3.0 (V.High Risk)']; var dataPoints = [safeLoadLowSF, safeLoadMidSF, safeLoadHighSF, safeLoadVeryHighSF]; // Ensure data points are not negative if calculation results in oddities dataPoints = dataPoints.map(function(val) { return Math.max(0, val); }); var maxDataValue = Math.max.apply(null, dataPoints) * 1.2; // Add some padding chartInstance = new Chart(ctx, { type: 'bar', data: { labels: labels, datasets: [{ label: 'Max Safe Working Load (kN)', data: dataPoints, backgroundColor: [ 'rgba(40, 167, 69, 0.6)', // Green for 1.5 'rgba(0, 74, 153, 0.6)', // Primary Blue for 2.0 'rgba(255, 193, 7, 0.6)', // Yellow for 2.5 'rgba(220, 53, 69, 0.6)' // Red for 3.0 ], borderColor: [ 'rgba(40, 167, 69, 1)', 'rgba(0, 74, 153, 1)', 'rgba(255, 193, 7, 1)', 'rgba(220, 53, 69, 1)' ], borderWidth: 1 }] }, options: { responsive: true, maintainAspectRatio: false, scales: { y: { beginAtZero: true, max: maxDataValue, title: { display: true, text: 'Load Capacity (kN)' } } }, plugins: { legend: { display: false // Hide legend as it's redundant with labels }, title: { display: true, text: 'Safe Load Capacity vs. Safety Factor' } } } }); } // — FAQ Toggle — function toggleFaq(element) { var content = element.nextElementSibling; if (content.style.display === "block") { content.style.display = "none"; } else { content.style.display = "block"; } } // Initialize chart and calculate on load document.addEventListener("DOMContentLoaded", function() { // Inject Chart.js if not present (basic implementation) if (typeof Chart === 'undefined') { var script = document.createElement('script'); script.src = 'https://cdn.jsdelivr.net/npm/chart.js'; script.onload = function() { calculateWeightBearing(); // Calculate after chart library is loaded }; document.head.appendChild(script); } else { calculateWeightBearing(); // Calculate immediately if Chart.js is already available } });

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