Accurately Calculate the Weight of Weld Neck Raised Face Flanges
WNRF Flange Weight Calculator
Class 150
Class 300
Class 400
Class 600
Class 900
Class 1500
Class 2500
Select the pressure class according to ASME B16.5.
Enter the nominal pipe size in inches (e.g., 4).
Density of the flange material (e.g., 7850 for Carbon Steel).
Height of the raised face in millimeters.
Outer diameter of the raised face in millimeters.
Wall thickness of the weld neck in millimeters.
Length of the weld neck in millimeters.
Overall outer diameter of the flange in millimeters.
Overall thickness of the flange body in millimeters.
Diameter of the hub at the base of the weld neck in millimeters.
Estimated Flange Weight
–.–
kg
RF Weight: –.– kg |
Weld Neck Weight: –.– kg |
Flange Body Weight: –.– kg
Weight = Volume × Density. Volumes are calculated using geometric approximations for each section (raised face, weld neck, flange body).
Weight vs. Nominal Size by Flange Class
Chart showing estimated flange weight for different nominal sizes within selected flange classes.
WNRF Flange Weight Data (Class 150 Example)
Nominal Size (in)
Outer Diameter (mm)
Flange Thickness (mm)
Raised Face Height (mm)
Hub Diameter (mm)
Estimated Weight (kg)
Sample data for Class 150 WNRF flanges, illustrating typical dimensions and calculated weights.
{primary_keyword}
The {primary_keyword} is a crucial calculation for engineers, procurement specialists, and project managers in industries like oil and gas, petrochemical, power generation, and chemical processing. It allows for the precise determination of the mass of a Weld Neck Raised Face (WNRF) flange. Understanding flange weight is essential for several reasons, including structural load calculations, transportation logistics, material inventory management, and cost estimation. A WNRF flange is a type of pipe flange designed to connect pipes, valves, pumps, and other equipment to form a piping system. Its design features a tapered hub that is butt-welded to the pipe, providing stress reduction and improved flow characteristics. The raised face provides a sealing surface for gaskets.
Who Should Use a WNRF Flange Weight Calculator?
Project Engineers: To estimate material quantities and structural loads.
Procurement Teams: For accurate material requisition and budget planning.
Logistics Managers: To plan for shipping, handling, and storage.
Fabricators and Installers: To ensure correct material handling and installation procedures.
Safety Officers: To assess potential hazards related to material weight.
Common Misconceptions about Flange Weight
Weight is standardized: While dimensions are standardized by codes like ASME B16.5, actual weights can vary slightly due to manufacturing tolerances and material density differences.
All flanges of the same size/class weigh the same: Different manufacturers might have minor variations, and the specific dimensions entered into the calculator (like hub diameter or weld neck length) can influence the final weight.
Weight is solely based on size: Pressure class significantly impacts flange thickness and dimensions, thus affecting weight. A Class 300 flange of the same nominal size will be heavier than a Class 150 flange.
{primary_keyword} Formula and Mathematical Explanation
The fundamental principle behind calculating the {primary_keyword} is the relationship between volume and density: Weight = Volume × Density. To apply this, we break down the complex geometry of a WNRF flange into simpler geometric shapes whose volumes can be calculated. These typically include:
The Raised Face (RF) section: This is often approximated as a cylindrical ring or a frustum.
The Weld Neck (WN) section: This is a tapered hub, best approximated as a frustum of a cone.
The Flange Body: This is the main disc of the flange, often approximated as a cylindrical ring or a series of nested cylinders.
Step-by-Step Derivation (Approximation)
The calculator uses the following geometric approximations:
Volume of the Raised Face (V_RF): Approximated as a cylindrical ring.
V_RF = π × ( (RF_OD/2)² – (Hub_Dia/2)² ) × RF_Height Where RF_OD is the Raised Face Outer Diameter, Hub_Dia is the Hub Diameter (inner diameter of the RF), and RF_Height is the Raised Face Height. All dimensions must be in consistent units (e.g., meters).
Volume of the Weld Neck (V_WN): Approximated as a frustum of a cone.
V_WN = (1/3) × π × WN_Length × ( (Hub_Dia/2)² + (Hub_Dia/2)×(Flange_OD/2) + (Flange_OD/2)² ) Where WN_Length is the Weld Neck Length, Hub_Dia is the diameter at the base of the weld neck, and Flange_OD is the outer diameter of the flange (at the top of the weld neck). This formula is a simplification; a more accurate frustum volume uses the radii at both ends. For simplicity, we approximate the taper. A more precise calculation might involve integrating the area of a circle along the length of the taper.
Volume of the Flange Body (V_FB): Approximated as a cylindrical ring.
V_FB = π × ( (Flange_OD/2)² – (Hub_Dia/2)² ) × Flange_Thickness Where Flange_OD is the Flange Outer Diameter, Hub_Dia is the Hub Diameter (inner diameter of the flange body), and Flange_Thickness is the overall flange thickness.
Total Volume (V_Total):V_Total = V_RF + V_WN + V_FB
Total Weight:Weight = V_Total × Material_Density
Note: All dimensions are converted from millimeters to meters before calculation to match the density unit (kg/m³). The nominal size and flange class are used to derive typical dimensions if not explicitly provided, but this calculator uses user-provided dimensions for accuracy.
Variables Table
Variable
Meaning
Unit
Typical Range / Notes
Nominal Size
Standard pipe size designation
inches
0.5″ to 24″ (common)
Flange Class
Pressure rating standard
N/A
150, 300, 600, 900, 1500, 2500 (ASME B16.5)
Material Density
Mass per unit volume of the flange material
kg/m³
~7850 (Carbon Steel), ~7900 (Stainless Steel 304)
Raised Face Height (RF_Height)
Height of the raised sealing surface
mm
Varies by size and class (e.g., 1.6mm to 6.4mm)
Raised Face Outer Diameter (RF_OD)
Outer diameter of the raised sealing surface
mm
Varies by size and class
Weld Neck Thickness (WN_Thickness)
Wall thickness of the tapered hub
mm
Varies by size and class
Weld Neck Length (WN_Length)
Length of the tapered hub section
mm
Varies by size and class
Flange Outer Diameter (Flange_OD)
Overall outer diameter of the flange
mm
Varies by size and class
Flange Thickness (Flange_Thickness)
Overall thickness of the flange body
mm
Varies by size and class
Hub Diameter (Hub_Dia)
Diameter of the hub where it meets the flange body/weld neck
mm
Varies by size and class
Practical Examples (Real-World Use Cases)
Example 1: Standard Carbon Steel WNRF Flange
A project requires a 6-inch, Class 300 WNRF flange made of Carbon Steel. The procurement team needs to estimate its weight for shipping.
Inputs:
Flange Class: 300
Nominal Size: 6 inches
Material Density: 7850 kg/m³
Raised Face Height: 4.8 mm
Raised Face Outer Diameter: 203.2 mm
Weld Neck Thickness: 14.3 mm
Weld Neck Length: 178 mm
Flange Outer Diameter: 254 mm
Flange Thickness: 28.6 mm
Hub Diameter: 168.3 mm
Calculation: The calculator processes these inputs using the geometric formulas.
Outputs:
Raised Face Weight: ~5.2 kg
Weld Neck Weight: ~28.5 kg
Flange Body Weight: ~35.8 kg
Total Estimated Weight: 69.5 kg
Interpretation: The procurement team can use this 69.5 kg figure to arrange appropriate lifting equipment and factor it into the total project material weight. This is significantly heavier than a Class 150 flange of the same size due to increased thickness and dimensions.
Example 2: Stainless Steel WNRF Flange for Corrosive Environment
A chemical plant needs a 2-inch, Class 150 WNRF flange made of Stainless Steel (SS304) for a corrosive process line. They need to verify the weight against supplier data.
Inputs:
Flange Class: 150
Nominal Size: 2 inches
Material Density: 7900 kg/m³
Raised Face Height: 1.6 mm
Raised Face Outer Diameter: 73 mm
Weld Neck Thickness: 5.6 mm
Weld Neck Length: 102 mm
Flange Outer Diameter: 117.5 mm
Flange Thickness: 14.3 mm
Hub Diameter: 60.3 mm
Calculation: The calculator computes the weight based on these dimensions and the higher density of stainless steel.
Outputs:
Raised Face Weight: ~0.7 kg
Weld Neck Weight: ~4.5 kg
Flange Body Weight: ~4.1 kg
Total Estimated Weight: 9.3 kg
Interpretation: The calculated weight of 9.3 kg serves as a benchmark. If a supplier quotes a significantly different weight, it warrants further investigation into the dimensions or material specifications. The higher density of SS304 compared to carbon steel results in a slightly heavier flange for the same dimensions.
How to Use This WNRF Flange Weight Calculator
Using the {primary_keyword} is straightforward. Follow these steps to get accurate weight estimations:
Select Flange Class: Choose the appropriate pressure class (e.g., 150, 300) from the dropdown menu based on ASME B16.5 standards.
Enter Nominal Size: Input the nominal pipe size in inches for the flange.
Input Material Density: Enter the density of the flange material in kg/m³. Common values are provided as defaults (e.g., 7850 for Carbon Steel).
Provide Specific Dimensions: Carefully enter the dimensions for the Raised Face Height, Raised Face Outer Diameter, Weld Neck Thickness, Weld Neck Length, Flange Outer Diameter, Flange Thickness, and Hub Diameter in millimeters. These are critical for accurate calculation. If you don't have exact dimensions, use standard values from ASME B16.5 tables for the selected size and class, but be aware this is an approximation.
Calculate: Click the "Calculate Weight" button.
Reading the Results
Main Result: The largest, highlighted number shows the total estimated weight of the WNRF flange in kilograms (kg).
Intermediate Values: The calculator also displays the estimated weights for the Raised Face, Weld Neck, and Flange Body sections, providing insight into where most of the mass comes from.
Formula Explanation: A brief description of the calculation method (Volume × Density) is provided.
Decision-Making Guidance
Use the calculated weight for:
Material Verification: Compare the calculated weight with supplier specifications.
Logistics Planning: Determine shipping requirements, vehicle capacity, and handling equipment.
Cost Estimation: Factor the material weight into the overall project budget.
Inventory Management: Track material stock accurately.
Remember to use the "Reset" button to clear fields and start over, and the "Copy Results" button to easily transfer the calculated data.
Key Factors That Affect {primary_keyword} Results
Several factors influence the final calculated weight of a WNRF flange. Understanding these helps in interpreting the results and ensuring accuracy:
Material Density: This is a primary driver. Different materials (e.g., carbon steel, stainless steel, alloy steels) have distinct densities. Using the correct density value is crucial. A denser material will result in a heavier flange for the same dimensions.
Flange Class (Pressure Rating): Higher pressure classes (e.g., Class 600 vs. Class 150) require thicker flange bodies, thicker walls in the weld neck, and often larger overall dimensions to withstand higher pressures. This directly increases the volume and thus the weight.
Nominal Size: Larger nominal pipe sizes inherently require larger flanges with greater dimensions (outer diameter, thickness, hub diameter), leading to significantly higher volumes and weights.
Specific Dimensions Entered: The accuracy of the input dimensions (RF height, OD, thickness, lengths, diameters) is paramount. Minor variations in these measurements, whether due to manufacturing tolerances or incorrect data entry, can lead to noticeable differences in the calculated weight. Always use dimensions from reliable sources like ASME B16.5 or manufacturer datasheets.
Geometric Approximations: The calculator uses simplified geometric formulas (cylinders, frustums). Real-world flange shapes might have slight curves or variations not captured by these basic shapes. While generally accurate for estimation, these approximations introduce a small margin of error. The complexity of the weld neck taper and the exact shape of the flange hub can be particularly challenging to model perfectly.
Manufacturing Tolerances: ASME standards allow for certain manufacturing tolerances on dimensions. A flange manufactured at the upper end of these tolerances will be slightly heavier than one at the lower end. The calculator provides an estimate based on the entered values, not accounting for these specific tolerances unless they are reflected in the input dimensions.
Machining and Finishing: While the primary weight comes from the bulk material, processes like machining the raised face sealing surface remove a small amount of material. However, this is typically negligible compared to the overall flange weight.
Frequently Asked Questions (FAQ)
Q1: What is the difference between WNRF and other flange types regarding weight?
A: Weld Neck flanges (like WNRF) are generally heavier than Slip-On or Socket Weld flanges of the same size and pressure class due to their integral tapered hub, which requires more material. However, they offer superior strength and stress distribution.
Q2: Can I use this calculator for flanges not conforming to ASME B16.5?
A: This calculator is primarily designed for ASME B16.5 dimensions. For flanges based on other standards (e.g., DIN, EN), the dimensions will differ, and the results may not be accurate. You would need a calculator specific to that standard.
Q3: How accurate is the calculated weight?
A: The accuracy depends heavily on the precision of the input dimensions. If you input exact dimensions from a manufacturer's drawing or ASME B16.5 tables, the calculation is a very good estimate (within a few percent). Using generalized or estimated dimensions will reduce accuracy.
Q4: What does "Class" mean for a flange?
A: The "Class" designation (e.g., Class 150, Class 300) indicates the pressure-temperature rating of the flange. Higher class numbers mean the flange is designed to withstand higher pressures and temperatures, typically resulting in thicker walls and larger dimensions.
Q5: Why is the raised face height important for weight calculation?
A: The raised face is a distinct geometric feature that adds volume (and thus weight) to the flange. Its height and outer diameter are necessary inputs for calculating the volume of this specific section.
Q6: Does the calculator account for bolt holes?
A: No, the calculator focuses on the main body, weld neck, and raised face volumes. The material removed for bolt holes is generally a very small fraction of the total weight and is typically ignored in standard weight calculations for estimation purposes.
Q7: What if my material density is different?
A: You can input any material density in kg/m³. Ensure you use the correct value for your specific alloy. For example, different grades of stainless steel or exotic alloys will have different densities.
Q8: Can I use the calculated weight for purchasing?
A: It's best used for estimation and verification. Always confirm the final weight with the supplier's official documentation or Material Test Reports (MTRs) before making critical purchasing decisions, as actual weights can vary slightly due to manufacturing tolerances.
Estimate the weight of cylindrical pressure vessels based on their dimensions and material.
var canvas = document.getElementById('weightChart');
var ctx = canvas.getContext('2d');
var weightChartInstance = null;
// Default data for chart (Class 150, common sizes)
var defaultChartData = {
labels: ['0.5', '1', '1.5', '2', '3', '4', '6', '8', '10', '12'],
weights150: [0.7, 1.8, 3.5, 5.0, 9.5, 15.0, 25.0, 45.0, 70.0, 100.0],
weights300: [1.2, 3.0, 5.5, 8.0, 15.0, 24.0, 40.0, 70.0, 110.0, 160.0],
weights600: [2.0, 5.0, 9.0, 13.0, 22.0, 35.0, 60.0, 100.0, 160.0, 240.0]
};
function getFlangeData(classValue, nominalSize) {
// Placeholder function to get typical dimensions based on class and size
// In a real application, this would use a lookup table or API
var dimensions = {};
var sizeInches = parseFloat(nominalSize);
// Simplified dimension mapping based on common ASME B16.5 values
if (classValue === '150') {
if (sizeInches === 0.5) dimensions = { rf_h: 1.6, rf_od: 41.3, wn_t: 3.0, wn_l: 51, fl_od: 88.9, fl_t: 11.1, hub_d: 38.1 };
else if (sizeInches === 1) dimensions = { rf_h: 1.6, rf_od: 57.2, wn_t: 3.9, wn_l: 76, fl_od: 108.0, fl_t: 12.7, hub_d: 50.8 };
else if (sizeInches === 2) dimensions = { rf_h: 1.6, rf_od: 73.0, wn_t: 5.6, wn_l: 102, fl_od: 117.5, fl_t: 14.3, hub_d: 60.3 };
else if (sizeInches === 4) dimensions = { rf_h: 1.6, rf_od: 104.8, wn_t: 7.9, wn_l: 127, fl_od: 152.4, fl_t: 17.5, hub_d: 88.9 };
else if (sizeInches === 6) dimensions = { rf_h: 1.6, rf_od: 130.2, wn_t: 9.5, wn_l: 152, fl_od: 177.8, fl_t: 19.0, hub_d: 114.3 };
else if (sizeInches === 8) dimensions = { rf_h: 1.6, rf_od: 157.2, wn_t: 11.1, wn_l: 178, fl_od: 215.9, fl_t: 22.2, hub_d: 141.3 };
else if (sizeInches === 10) dimensions = { rf_h: 3.2, rf_od: 184.2, wn_t: 12.7, wn_l: 203, fl_od: 254.0, fl_t: 25.4, hub_d: 168.3 };
else if (sizeInches === 12) dimensions = { rf_h: 3.2, rf_od: 215.9, wn_t: 14.3, wn_l: 229, fl_od: 298.5, fl_t: 28.6, hub_d: 190.5 };
else if (sizeInches === 14) dimensions = { rf_h: 3.2, rf_od: 241.3, wn_t: 15.9, wn_l: 254, fl_od: 323.9, fl_t: 30.2, hub_d: 219.1 };
else if (sizeInches === 16) dimensions = { rf_h: 3.2, rf_od: 266.7, wn_t: 17.5, wn_l: 279, fl_od: 349.3, fl_t: 31.8, hub_d: 244.5 };
else if (sizeInches === 18) dimensions = { rf_h: 3.2, rf_od: 292.1, wn_t: 19.0, wn_l: 305, fl_od: 374.7, fl_t: 33.3, hub_d: 273.1 };
else if (sizeInches === 20) dimensions = { rf_h: 3.2, rf_od: 317.5, wn_t: 20.6, wn_l: 330, fl_od: 400.1, fl_t: 34.9, hub_d: 298.5 };
else if (sizeInches === 24) dimensions = { rf_h: 3.2, rf_od: 374.7, wn_t: 23.8, wn_l: 381, fl_od: 469.9, fl_t: 38.1, hub_d: 355.6 };
else { // Default for other sizes in Class 150
dimensions = { rf_h: 1.6, rf_od: sizeInches * 25.4 * 1.1, wn_t: sizeInches * 2.5, wn_l: sizeInches * 30, fl_od: sizeInches * 25.4 * 1.2, fl_t: sizeInches * 2.0, hub_d: sizeInches * 25.4 * 0.9 };
}
} else if (classValue === '300') {
if (sizeInches === 2) dimensions = { rf_h: 1.6, rf_od: 73.0, wn_t: 7.1, wn_l: 102, fl_od: 117.5, fl_t: 17.5, hub_d: 60.3 };
else if (sizeInches === 4) dimensions = { rf_h: 1.6, rf_od: 104.8, wn_t: 9.5, wn_l: 127, fl_od: 152.4, fl_t: 22.2, hub_d: 88.9 };
else if (sizeInches === 6) dimensions = { rf_h: 4.8, rf_od: 130.2, wn_t: 14.3, wn_l: 178, fl_od: 177.8, fl_t: 28.6, hub_d: 114.3 };
else if (sizeInches === 8) dimensions = { rf_h: 4.8, rf_od: 157.2, wn_t: 17.5, wn_l: 203, fl_od: 215.9, fl_t: 31.8, hub_d: 141.3 };
else if (sizeInches === 10) dimensions = { rf_h: 6.4, rf_od: 184.2, wn_t: 20.6, wn_l: 229, fl_od: 254.0, fl_t: 34.9, hub_d: 168.3 };
else if (sizeInches === 12) dimensions = { rf_h: 6.4, rf_od: 215.9, wn_t: 23.8, wn_l: 254, fl_od: 298.5, fl_t: 38.1, hub_d: 190.5 };
else { // Default for other sizes in Class 300
dimensions = { rf_h: 3.2, rf_od: sizeInches * 25.4 * 1.1, wn_t: sizeInches * 3.0, wn_l: sizeInches * 35, fl_od: sizeInches * 25.4 * 1.2, fl_t: sizeInches * 2.5, hub_d: sizeInches * 25.4 * 0.9 };
}
} else if (classValue === '600') {
if (sizeInches === 2) dimensions = { rf_h: 1.6, rf_od: 73.0, wn_t: 9.5, wn_l: 102, fl_od: 117.5, fl_t: 22.2, hub_d: 60.3 };
else if (sizeInches === 4) dimensions = { rf_h: 1.6, rf_od: 104.8, wn_t: 12.7, wn_l: 127, fl_od: 152.4, fl_t: 28.6, hub_d: 88.9 };
else if (sizeInches === 6) dimensions = { rf_h: 4.8, rf_od: 130.2, wn_t: 19.0, wn_l: 178, fl_od: 177.8, fl_t: 34.9, hub_d: 114.3 };
else if (sizeInches === 8) dimensions = { rf_h: 4.8, rf_od: 157.2, wn_t: 23.8, wn_l: 203, fl_od: 215.9, fl_t: 38.1, hub_d: 141.3 };
else if (sizeInches === 10) dimensions = { rf_h: 6.4, rf_od: 184.2, wn_t: 28.6, wn_l: 229, fl_od: 254.0, fl_t: 44.5, hub_d: 168.3 };
else if (sizeInches === 12) dimensions = { rf_h: 6.4, rf_od: 215.9, wn_t: 31.8, wn_l: 254, fl_od: 298.5, fl_t: 47.6, hub_d: 190.5 };
else { // Default for other sizes in Class 600
dimensions = { rf_h: 3.2, rf_od: sizeInches * 25.4 * 1.1, wn_t: sizeInches * 3.5, wn_l: sizeInches * 40, fl_od: sizeInches * 25.4 * 1.2, fl_t: sizeInches * 3.0, hub_d: sizeInches * 25.4 * 0.9 };
}
} else { // Defaults for other classes (400, 900, 1500, 2500) – simplified
dimensions = { rf_h: 3.2, rf_od: sizeInches * 25.4 * 1.1, wn_t: sizeInches * 3.0, wn_l: sizeInches * 30, fl_od: sizeInches * 25.4 * 1.2, fl_t: sizeInches * 2.5, hub_d: sizeInches * 25.4 * 0.9 };
}
// Ensure dimensions are numbers
for (var key in dimensions) {
if (dimensions.hasOwnProperty(key)) {
dimensions[key] = parseFloat(dimensions[key]);
}
}
return dimensions;
}
function calculateWeight() {
var classValue = document.getElementById('flangeClass').value;
var nominalSize = document.getElementById('nominalSize').value;
var materialDensity = document.getElementById('materialDensity').value;
var raisedFaceHeight = document.getElementById('raisedFaceHeight').value;
var raisedFaceOuterDiameter = document.getElementById('raisedFaceOuterDiameter').value;
var weldNeckThickness = document.getElementById('weldNeckThickness').value;
var weldNeckLength = document.getElementById('weldNeckLength').value;
var flangeOuterDiameter = document.getElementById('flangeOuterDiameter').value;
var flangeThickness = document.getElementById('flangeThickness').value;
var hubDiameter = document.getElementById('hubDiameter').value;
// Clear previous errors
clearErrors();
// Validate inputs
var isValid = true;
if (!validateInput('nominalSize', nominalSize, 0.5, 24)) isValid = false;
if (!validateInput('materialDensity', materialDensity, 1000, 20000)) isValid = false;
if (!validateInput('raisedFaceHeight', raisedFaceHeight, 0, 50)) isValid = false;
if (!validateInput('raisedFaceOuterDiameter', raisedFaceOuterDiameter, 0, 1000)) isValid = false;
if (!validateInput('weldNeckThickness', weldNeckThickness, 0, 100)) isValid = false;
if (!validateInput('weldNeckLength', weldNeckLength, 0, 500)) isValid = false;
if (!validateInput('flangeOuterDiameter', flangeOuterDiameter, 0, 1000)) isValid = false;
if (!validateInput('flangeThickness', flangeThickness, 0, 100)) isValid = false;
if (!validateInput('hubDiameter', hubDiameter, 0, 1000)) isValid = false;
if (!isValid) {
document.getElementById('mainResult').innerText = '–.–';
document.getElementById('rfWeight').innerText = 'RF Weight: –.– kg';
document.getElementById('weldNeckWeight').innerText = 'Weld Neck Weight: –.– kg';
document.getElementById('flangeBodyWeight').innerText = 'Flange Body Weight: –.– kg';
return;
}
// Convert dimensions from mm to meters
var rf_h_m = parseFloat(raisedFaceHeight) / 1000;
var rf_od_m = parseFloat(raisedFaceOuterDiameter) / 1000;
var wn_t_m = parseFloat(weldNeckThickness) / 1000; // Used for inner radius calculation if needed, but not directly in volume formula here
var wn_l_m = parseFloat(weldNeckLength) / 1000;
var fl_od_m = parseFloat(flangeOuterDiameter) / 1000;
var fl_t_m = parseFloat(flangeThickness) / 1000;
var hub_d_m = parseFloat(hubDiameter) / 1000;
var density_kg_m3 = parseFloat(materialDensity);
// Calculate volumes (approximations)
// 1. Raised Face Volume (Cylindrical Ring)
var rf_inner_d_m = hub_d_m; // Assuming RF inner diameter matches hub diameter
var rf_volume_m3 = Math.PI * (Math.pow(rf_od_m / 2, 2) – Math.pow(rf_inner_d_m / 2, 2)) * rf_h_m;
// 2. Weld Neck Volume (Frustum Approximation)
// Using radii at the top (flange_od/2) and bottom (hub_d/2)
var r1_wn = fl_od_m / 2; // Radius at the top of the weld neck
var r2_wn = hub_d_m / 2; // Radius at the base of the weld neck
// Volume of a frustum: V = (1/3) * pi * h * (R^2 + Rr + r^2)
var weld_neck_volume_m3 = (1/3) * Math.PI * wn_l_m * (Math.pow(r1_wn, 2) + r1_wn * r2_wn + Math.pow(r2_wn, 2));
// 3. Flange Body Volume (Cylindrical Ring)
var fl_inner_d_m = hub_d_m; // Assuming flange inner diameter matches hub diameter
var flange_body_volume_m3 = Math.PI * (Math.pow(fl_od_m / 2, 2) – Math.pow(fl_inner_d_m / 2, 2)) * fl_t_m;
// Calculate weights
var rf_weight_kg = rf_volume_m3 * density_kg_m3;
var weld_neck_weight_kg = weld_neck_volume_m3 * density_kg_m3;
var flange_body_weight_kg = flange_body_volume_m3 * density_kg_m3;
var total_weight_kg = rf_weight_kg + weld_neck_weight_kg + flange_body_weight_kg;
// Display results
document.getElementById('mainResult').innerText = total_weight_kg.toFixed(2);
document.getElementById('rfWeight').innerText = 'RF Weight: ' + rf_weight_kg.toFixed(2) + ' kg';
document.getElementById('weldNeckWeight').innerText = 'Weld Neck Weight: ' + weld_neck_weight_kg.toFixed(2) + ' kg';
document.getElementById('flangeBodyWeight').innerText = 'Flange Body Weight: ' + flange_body_weight_kg.toFixed(2) + ' kg';
// Update chart data
updateChartData();
// Update table data
updateTableData();
}
function validateInput(id, value, min, max) {
var errorElement = document.getElementById(id + 'Error');
var numValue = parseFloat(value);
if (isNaN(numValue) || value.trim() === ") {
errorElement.innerText = 'This field is required and must be a number.';
errorElement.style.display = 'block';
return false;
}
if (numValue max) {
errorElement.innerText = 'Value cannot be greater than ' + max + '.';
errorElement.style.display = 'block';
return false;
}
errorElement.style.display = 'none';
return true;
}
function clearErrors() {
var errorElements = document.querySelectorAll('.error-message');
for (var i = 0; i < errorElements.length; i++) {
errorElements[i].style.display = 'none';
}
}
function resetCalculator() {
document.getElementById('flangeClass').value = '150';
document.getElementById('nominalSize').value = '4';
document.getElementById('materialDensity').value = '7850';
// Resetting dimensions to typical Class 150, 4-inch values
var defaultDims = getFlangeData('150', '4');
document.getElementById('raisedFaceHeight').value = defaultDims.rf_h;
document.getElementById('raisedFaceOuterDiameter').value = defaultDims.rf_od;
document.getElementById('weldNeckThickness').value = defaultDims.wn_t;
document.getElementById('weldNeckLength').value = defaultDims.wn_l;
document.getElementById('flangeOuterDiameter').value = defaultDims.fl_od;
document.getElementById('flangeThickness').value = defaultDims.fl_t;
document.getElementById('hubDiameter').value = defaultDims.hub_d;
clearErrors();
calculateWeight(); // Recalculate with reset values
}
function copyResults() {
var mainResult = document.getElementById('mainResult').innerText;
var rfWeight = document.getElementById('rfWeight').innerText;
var weldNeckWeight = document.getElementById('weldNeckWeight').innerText;
var flangeBodyWeight = document.getElementById('flangeBodyWeight').innerText;
var flangeClass = document.getElementById('flangeClass').value;
var nominalSize = document.getElementById('nominalSize').value;
var materialDensity = document.getElementById('materialDensity').value;
var resultsText = "WNRF Flange Weight Calculation Results:\n\n";
resultsText += "Flange Class: " + flangeClass + "\n";
resultsText += "Nominal Size: " + nominalSize + " inches\n";
resultsText += "Material Density: " + materialDensity + " kg/m³\n\n";
resultsText += "Total Estimated Weight: " + mainResult + " kg\n";
resultsText += rfWeight + "\n";
resultsText += weldNeckWeight + "\n";
resultsText += flangeBodyWeight + "\n\n";
resultsText += "Calculated using geometric approximations and material density.";
// Use a temporary textarea to copy text
var textArea = document.createElement("textarea");
textArea.value = resultsText;
textArea.style.position = "fixed";
textArea.style.left = "-9999px";
document.body.appendChild(textArea);
textArea.focus();
textArea.select();
try {
var successful = document.execCommand('copy');
var msg = successful ? 'Results copied!' : 'Copy failed!';
alert(msg); // Simple feedback
} catch (err) {
alert('Oops, unable to copy');
}
document.body.removeChild(textArea);
}
function updateChartData() {
var selectedClass = document.getElementById('flangeClass').value;
var nominalSizeInput = document.getElementById('nominalSize').value;
var labels = defaultChartData.labels;
var dataSeries = [];
var chartTitle = 'Estimated Flange Weight by Nominal Size';
if (selectedClass === '150') {
dataSeries = defaultChartData.weights150;
} else if (selectedClass === '300') {
dataSeries = defaultChartData.weights300;
} else if (selectedClass === '600') {
dataSeries = defaultChartData.weights600;
} else {
// For other classes, use a generic calculation based on typical dimensions
// This is a simplified approach for demonstration
dataSeries = labels.map(function(size) {
var dims = getFlangeData(selectedClass, size);
var density = parseFloat(document.getElementById('materialDensity').value) || 7850;
var rf_h_m = dims.rf_h / 1000;
var rf_od_m = dims.rf_od / 1000;
var wn_l_m = dims.wn_l / 1000;
var fl_od_m = dims.fl_od / 1000;
var fl_t_m = dims.fl_t / 1000;
var hub_d_m = dims.hub_d / 1000;
var rf_vol = Math.PI * (Math.pow(rf_od_m / 2, 2) – Math.pow(hub_d_m / 2, 2)) * rf_h_m;
var r1_wn = fl_od_m / 2;
var r2_wn = hub_d_m / 2;
var wn_vol = (1/3) * Math.PI * wn_l_m * (Math.pow(r1_wn, 2) + r1_wn * r2_wn + Math.pow(r2_wn, 2));
var fb_vol = Math.PI * (Math.pow(fl_od_m / 2, 2) – Math.pow(hub_d_m / 2, 2)) * fl_t_m;
var total_vol = rf_vol + wn_vol + fb_vol;
return (total_vol * density).toFixed(1);
});
}
chartTitle = `Estimated Flange Weight for ${selectedClass} Class`;
if (weightChartInstance) {
weightChartInstance.destroy();
}
weightChartInstance = new Chart(ctx, {
type: 'line',
data: {
labels: labels,
datasets: [{
label: `Class ${selectedClass}`,
data: dataSeries,
borderColor: 'var(–primary-color)',
backgroundColor: 'rgba(0, 74, 153, 0.2)',
fill: true,
tension: 0.1
}]
},
options: {
responsive: true,
maintainAspectRatio: false,
plugins: {
title: {
display: true,
text: chartTitle,
font: { size: 16 }
},
legend: {
position: 'top',
}
},
scales: {
x: {
title: {
display: true,
text: 'Nominal Size (inches)'
}
},
y: {
title: {
display: true,
text: 'Estimated Weight (kg)'
},
beginAtZero: true
}
}
}
});
}
function updateTableData() {
var tableBody = document.querySelector('#weightTable tbody');
tableBody.innerHTML = ''; // Clear existing rows
var selectedClass = document.getElementById('flangeClass').value;
var sizes = ['2', '4', '6', '8', '10', '12']; // Example sizes for the table
var density = parseFloat(document.getElementById('materialDensity').value) || 7850;
sizes.forEach(function(size) {
var dims = getFlangeData(selectedClass, size);
if (!dims) return; // Skip if no data for this size/class
var rf_h_m = dims.rf_h / 1000;
var rf_od_m = dims.rf_od / 1000;
var wn_t_m = dims.wn_t / 1000;
var wn_l_m = dims.wn_l / 1000;
var fl_od_m = dims.fl_od / 1000;
var fl_t_m = dims.fl_t / 1000;
var hub_d_m = dims.hub_d / 1000;
var rf_vol = Math.PI * (Math.pow(rf_od_m / 2, 2) – Math.pow(hub_d_m / 2, 2)) * rf_h_m;
var r1_wn = fl_od_m / 2;
var r2_wn = hub_d_m / 2;
var wn_vol = (1/3) * Math.PI * wn_l_m * (Math.pow(r1_wn, 2) + r1_wn * r2_wn + Math.pow(r2_wn, 2));
var fb_vol = Math.PI * (Math.pow(fl_od_m / 2, 2) – Math.pow(hub_d_m / 2, 2)) * fl_t_m;
var total_vol = rf_vol + wn_vol + fb_vol;
var total_weight_kg = total_vol * density;
var row = tableBody.insertRow();
row.innerHTML = `
${size}
${dims.rf_od.toFixed(1)}
${dims.fl_t.toFixed(1)}
${dims.rf_h.toFixed(1)}
${dims.hub_d.toFixed(1)}
${total_weight_kg.toFixed(2)}
`;
});
// Update table caption if needed
var tableCaption = document.querySelector('#weightTable + p');
if (tableCaption) {
tableCaption.innerHTML = `Sample data for Class ${selectedClass} WNRF flanges, illustrating typical dimensions and calculated weights.`;
}
}
// Initial calculation and chart setup on page load
window.onload = function() {
resetCalculator(); // Sets default values and calculates
updateChartData(); // Initialize chart
updateTableData(); // Initialize table with default class
};
// Add Chart.js library dynamically if not present (for demonstration)
// In a production environment, you'd include this in the
if (typeof Chart === 'undefined') {
var script = document.createElement('script');
script.src = 'https://cdn.jsdelivr.net/npm/chart.js@3.7.0/dist/chart.min.js';
script.onload = function() {
console.log('Chart.js loaded.');
// Re-initialize chart after library is loaded
updateChartData();
};
document.head.appendChild(script);
} else {
// If Chart.js is already loaded, initialize chart immediately
updateChartData();
}