Calculate Structural Steel Weight – Expert Calculator & Guide
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Structural Steel Weight Calculator
Calculation Results
Steel Type: N/A
Selected Size: N/A
Length: N/A mm
Weight Per Meter: N/A kg/m
Total Weight: N/A kg
Formula Used: Total Weight = (Cross-sectional Area * Length / 1000) * Steel Density. Weight per Meter = (Cross-sectional Area / 1000000) * Steel Density.
Weight Distribution Analysis
Comparison of Weight Per Meter for Different Steel Sections of the Same Length (6m)
What is Structural Steel Weight Calculation?
Calculating structural steel weight is the process of determining the mass of steel components used in construction and engineering. This is a fundamental task in the structural steel weight estimation for projects, ensuring accurate material procurement, transportation logistics, and structural integrity. Understanding the structural steel weight of beams, columns, and other profiles is crucial for engineers, architects, fabricators, and contractors. It directly impacts project costs, safety, and efficiency.
Who should use it:
- Structural Engineers: To design and specify steel members for buildings, bridges, and other infrastructure.
- Architects: For preliminary design and space planning involving steel structures.
- Steel Fabricators: To plan cutting, welding, and assembly processes, and to manage material inventory.
- Procurement Managers: To accurately quote material costs and order the correct quantities of steel.
- Logistics and Transportation Specialists: To plan shipping and handling of steel materials.
- DIY Enthusiasts and Home Builders: For smaller projects involving steel framing or supports.
Common Misconceptions:
- Weight is uniform across all shapes: Different steel profiles (I-beams, channels, angles) have vastly different cross-sectional areas, leading to significantly different weights even for the same length.
- Density is always the same: While 7850 kg/m³ is standard, slight variations can occur, and knowing the specific steel grade's density is important for high precision.
- Ignoring length's impact: The total weight is directly proportional to length; a small increase in length can substantially increase the overall mass and cost.
Structural Steel Weight Formula and Mathematical Explanation
The core principle behind calculating the structural steel weight relies on the fundamental physics formula: Weight = Volume × Density. In practical terms for structural steel, we often work with cross-sectional area and length.
The general formula for calculating the weight of a structural steel member is:
Total Weight (kg) = (Cross-sectional Area (mm²) / 1,000,000) * Length (mm) * Steel Density (kg/m³)
To simplify calculations and make them more practical for engineers who often refer to weight per linear meter:
Weight Per Meter (kg/m) = (Cross-sectional Area (mm²) / 1,000,000) * Steel Density (kg/m³)
And then:
Total Weight (kg) = Weight Per Meter (kg/m) * Length (m)
Variable Explanations:
Let's break down the components of the structural steel weight calculation:
- Cross-sectional Area (A): This is the area of the steel's profile shape when cut perpendicular to its length. It's measured in square millimeters (mm²) for standard steel sections. Calculating this area depends on the specific shape (I-beam, channel, angle, etc.) and its dimensions (height, width, thickness).
- Length (L): The total linear measurement of the steel member, typically in millimeters (mm) or meters (m). Consistency in units is vital.
- Steel Density (ρ): The mass per unit volume of the steel material. For standard structural steel (like mild steel), this is approximately 7850 kg per cubic meter (kg/m³).
Variables Table:
Variables Used in Structural Steel Weight Calculation
| Variable |
Meaning |
Unit |
Typical Range/Value |
| A |
Cross-sectional Area |
mm² |
Varies greatly by section size (e.g., 500 mm² to 10,000+ mm²) |
| L |
Length |
mm or m |
100 mm to 20,000+ mm (e.g., 6m, 12m standard lengths) |
| ρ (Density) |
Density of Steel |
kg/m³ |
~7850 kg/m³ (standard mild steel) |
| Wpm |
Weight Per Meter |
kg/m |
Calculated value, depends on A, ρ |
| Wtotal |
Total Weight |
kg |
Calculated value, depends on Wpm, L |
The conversion factor 1,000,000 is used to convert mm² to m² (since 1 m² = 1,000,000 mm²).
Practical Examples (Real-World Use Cases)
Understanding how to calculate structural steel weight is essential for many real-world scenarios. Here are a couple of examples:
Example 1: Calculating the Weight of a W-Beam Section
An engineer needs to determine the weight of a W12x26 W-beam (Wide Flange beam) that is 8 meters long. The standard cross-sectional area for a W12x26 beam is approximately 3330 mm². The density of steel is 7850 kg/m³.
Inputs:
- Steel Type: W-Beam
- Section Size: W12x26
- Cross-sectional Area (A): 3330 mm²
- Length (L): 8 m (or 8000 mm)
- Steel Density (ρ): 7850 kg/m³
Calculation Steps:
- Calculate Weight Per Meter:
Wpm = (3330 mm² / 1,000,000) * 7850 kg/m³
Wpm = 0.003330 m² * 7850 kg/m³
Wpm ≈ 26.15 kg/m
- Calculate Total Weight:
Wtotal = 26.15 kg/m * 8 m
Wtotal ≈ 209.2 kg
Result: The total weight of the W12x26 beam, 8 meters long, is approximately
209.2 kg. This information is vital for ordering, transporting, and lifting the beam.
Example 2: Estimating Weight for a C-Channel Structure
A contractor is building a small support frame using C-channel (U-channel) steel. They need 4 pieces, each 2.5 meters long. The C-channel is specified as 75x50x5 mm (Height x Width x Thickness), and its cross-sectional area is approximately 850 mm². The standard steel density is 7850 kg/m³.
Inputs:
- Steel Type: C-Channel
- Section Size: 75x50x5 mm
- Cross-sectional Area (A): 850 mm²
- Length per piece (L): 2.5 m (or 2500 mm)
- Number of pieces: 4
- Steel Density (ρ): 7850 kg/m³
Calculation Steps:
- Calculate Weight Per Meter for one piece:
Wpm = (850 mm² / 1,000,000) * 7850 kg/m³
Wpm = 0.000850 m² * 7850 kg/m³
Wpm ≈ 6.67 kg/m
- Calculate Weight per piece:
Wpiece = 6.67 kg/m * 2.5 m
Wpiece ≈ 16.68 kg
- Calculate Total Weight for all pieces:
Wtotal = 16.68 kg/piece * 4 pieces
Wtotal ≈ 66.7 kg
Result: The total weight for the 4 C-channel pieces is approximately
66.7 kg. This helps in planning the order and ensuring the structural frame is adequately supported.
How to Use This Structural Steel Weight Calculator
Our structural steel weight calculator is designed for simplicity and accuracy. Follow these steps to get your weight calculation:
-
Select Steel Type: Choose the profile shape of your steel element from the dropdown menu (e.g., I-Beam, C-Channel, Angle).
-
Choose Standard Size or Enter Custom Dimensions:
- If you selected a standard profile type (like W-Beam, S-Beam, C-Channel, Angle, Tube, Pipe), a list of common sizes will appear in the 'Standard Section Size' dropdown. Select the specific size designation. The calculator will automatically use the pre-defined cross-sectional area for that size.
- If your steel profile is not a standard size or you need to calculate for a unique shape, select 'Custom' (if available) or manually enter the dimensions (height, width, flange thickness, web thickness) as prompted. The calculator will derive the cross-sectional area from these inputs.
-
Enter Length: Input the total length of the steel piece in millimeters (mm). Standard lengths are often 6 or 12 meters, but you can enter any custom length.
-
Input Steel Density: The calculator defaults to 7850 kg/m³, the standard density for mild steel. If you are working with a specific alloy or need higher precision, you can adjust this value.
-
View Results: The calculator will instantly display:
- Steel Type and Selected Size: Confirmation of your inputs.
- Length: The entered length.
- Weight Per Meter: The calculated weight of the steel per linear meter. This is a key metric for comparison and ordering.
- Total Weight: The highlighted primary result, showing the total mass in kilograms (kg) for the specified length.
-
Copy Results: Use the "Copy Results" button to easily transfer the key data points to your reports, spreadsheets, or documents.
-
Reset: Click "Reset" to clear all fields and start a new calculation with default values.
Decision-Making Guidance: The structural steel weight results are crucial for budgeting, structural load calculations, and specifying materials. Ensure your chosen section size and length match your project's engineering requirements.
Key Factors That Affect Structural Steel Weight Results
Several factors influence the calculated structural steel weight and should be considered for accurate project planning:
-
Section Profile and Dimensions: This is the most significant factor. I-beams, H-beams, channels, angles, tubes, and pipes all have different geometries. Even within the same type (e.g., W-beams), variations in flange width, web thickness, and overall depth drastically alter the cross-sectional area and thus the weight.
-
Length of the Member: As weight is directly proportional to length, any variation or error in measuring or specifying the length will directly scale the total weight. Longer members naturally weigh more.
-
Steel Density: While 7850 kg/m³ is a standard value for mild steel, different steel alloys can have slightly different densities. High-strength steels or specialized alloys might have minor density variations that could affect precision calculations, especially for large quantities. Always confirm the specific density if high accuracy is required.
-
Tolerances in Manufacturing: Steel mills produce sections within specified dimensional tolerances. Slight variations in thickness or profile dimensions can lead to minor deviations in the actual weight compared to the calculated weight. For critical applications, engineers account for these tolerances.
-
Hollow vs. Solid Sections: Tubular sections (square, rectangular, round) are hollow, making them lighter per unit volume than solid sections of comparable outer dimensions. The thickness of the tube wall is critical here.
-
Specific Grade of Steel: While density is largely constant, different steel grades (e.g., ASTM A36, A572, A992) have varying strength properties. Although density might not change significantly, the *application* might dictate a specific grade that indirectly relates to weight considerations for strength-to-weight ratios.
-
Corrosion and Protective Coatings: While not directly part of the initial weight calculation, in long-term structural assessments, corrosion can reduce the steel's effective cross-section. Application of coatings (like paint or galvanization) adds a small amount of weight, typically negligible for structural calculations but relevant for precise inventory.
Frequently Asked Questions (FAQ)
Q1: What is the standard density of structural steel?
A1: The standard density for mild structural steel is approximately 7850 kilograms per cubic meter (kg/m³). This value is commonly used in most structural steel weight calculations.
Q2: How do I find the cross-sectional area for a specific steel section?
A2: For standard sections (like W-beams, C-channels), manufacturers publish detailed tables (e.g., in steel handbooks or online) listing dimensions and properties, including the cross-sectional area. Our calculator uses these standard values when you select a common size. For custom shapes, you'll need to calculate the area based on the geometric formulas for the specific profile.
Q3: What's the difference between I-beam, H-beam, and W-beam?
A3: While often used interchangeably, 'I-beam' is a general term. 'W-beam' (Wide Flange) and 'H-beam' are specific types of I-beams with parallel internal and external flange faces, designed for greater efficiency. S-beams (Standard I-Beams) have tapered flanges. Our calculator groups common variations under similar categories.
Q4: Can I calculate the weight of steel plates?
A4: Yes, this calculator is primarily for profiles, but the principle applies. For a steel plate, the cross-sectional area is simply Width (mm) * Thickness (mm). You would then use the same formula: Weight = (Area / 1,000,000) * Length * Density. Ensure you use the correct dimensions.
Q5: Does the calculator account for steel fabrication (cutting, welding)?
A5: No, this calculator determines the raw weight of the steel member based on its dimensions and density. Fabrication processes like cutting might slightly reduce the overall weight due to material removal (e.g., kerf width), but this effect is usually minor for total project weight calculations.
Q6: Why is calculating steel weight important for projects?
A6: Accurate structural steel weight calculation is essential for:
- Accurate material cost estimation and budgeting.
- Optimizing material procurement and minimizing waste.
- Planning transportation logistics and costs.
- Ensuring structural stability by knowing the load each member imposes.
- Safe handling and erection procedures.
Q7: Can I input weight per meter directly?
A7: This calculator calculates weight per meter based on dimensions and density. If you already know the weight per meter (often provided by steel mills), you can use that value directly: Total Weight (kg) = Weight Per Meter (kg/m) * Length (m).
Q8: What units should I use for dimensions?
A8: For consistency and accuracy with standard steel tables, dimensions (width, height, thickness, length) should be entered in millimeters (mm). The density should be in kg/m³. The results will be in kilograms (kg).
Related Tools and Internal Resources
Explore these related tools and resources to further assist with your structural engineering and construction calculations:
var standardSections = {
"I-beam": [
{ name: "IPE 100", area: 1180, weight_per_meter: 9.3 },
{ name: "IPE 150", area: 1860, weight_per_meter: 14.7 },
{ name: "IPE 200", area: 2570, weight_per_meter: 20.1 },
{ name: "IPE 250", area: 3320, weight_per_meter: 26.0 },
{ name: "IPE 300", area: 4140, weight_per_meter: 32.2 },
{ name: "IPE 350", area: 5050, weight_per_meter: 39.3 },
{ name: "IPE 400", area: 6050, weight_per_meter: 47.2 }
],
"H-beam": [
{ name: "HE100A", area: 1520, weight_per_meter: 11.9 },
{ name: "HE120B", area: 2070, weight_per_meter: 16.2 },
{ name: "HE140C", area: 2650, weight_per_meter: 20.8 },
{ name: "HE160D", area: 3300, weight_per_meter: 25.9 },
{ name: "HE180E", area: 3990, weight_per_meter: 31.3 },
{ name: "HE200M", area: 4750, weight_per_meter: 37.3 },
{ name: "HE220P", area: 5560, weight_per_meter: 43.6 },
{ name: "HE240Q", area: 6420, weight_per_meter: 50.3 }
],
"W-beam": [
{ name: "W6x9", area: 11.6, weight_per_meter: 17.3 },
{ name: "W6x12", area: 17.9, weight_per_meter: 26.7 },
{ name: "W6x15", area: 21.9, weight_per_meter: 32.6 },
{ name: "W8x10", area: 12.8, weight_per_meter: 19.0 },
{ name: "W8x13", area: 16.6, weight_per_meter: 24.7 },
{ name: "W8x15", area: 19.5, weight_per_meter: 29.0 },
{ name: "W10x12", area: 15.3, weight_per_meter: 22.8 },
{ name: "W10x15", area: 19.2, weight_per_meter: 28.5 },
{ name: "W10x17", area: 21.8, weight_per_meter: 32.5 },
{ name: "W12x14", area: 17.9, weight_per_meter: 26.7 },
{ name: "W12x16", area: 20.5, weight_per_meter: 30.5 },
{ name: "W12x19", area: 24.3, weight_per_meter: 36.2 },
{ name: "W12x26", area: 33.3, weight_per_meter: 49.6 },
{ name: "W14x22", area: 27.9, weight_per_meter: 41.5 },
{ name: "W14x26", area: 33.3, weight_per_meter: 49.6 }
],
"S-beam": [
{ name: "S4x7.7", area: 9.81, weight_per_meter: 14.6 },
{ name: "S5x10", area: 12.8, weight_per_meter: 19.0 },
{ name: "S6x12", area: 15.3, weight_per_meter: 22.8 },
{ name: "S6x17.25", area: 21.9, weight_per_meter: 32.5 },
{ name: "S8x18.4", area: 23.4, weight_per_meter: 34.8 },
{ name: "S8x23", area: 29.4, weight_per_meter: 43.8 },
{ name: "S10x21", area: 26.9, weight_per_meter: 40.0 },
{ name: "S10x25", area: 31.9, weight_per_meter: 47.5 }
],
"C-channel": [
{ name: "C6x8", area: 10.3, weight_per_meter: 15.3 },
{ name: "C6x10", area: 12.8, weight_per_meter: 19.0 },
{ name: "C6x13", area: 16.5, weight_per_meter: 24.5 },
{ name: "C8x11.5", area: 14.7, weight_per_meter: 21.9 },
{ name: "C8x13", area: 16.5, weight_per_meter: 24.5 },
{ name: "C8x18.75", area: 23.8, weight_per_meter: 35.4 },
{ name: "C10x15.3", area: 19.5, weight_per_meter: 29.0 },
{ name: "C10x20", area: 25.5, weight_per_meter: 37.9 }
],
"Angle": [
{ name: "L3x3x1/4", area: 5.94, weight_per_meter: 8.83 },
{ name: "L3x3x3/8", area: 8.71, weight_per_meter: 12.9 },
{ name: "L4x3x1/4", area: 7.35, weight_per_meter: 10.9 },
{ name: "L4x3x3/8", area: 10.8, weight_per_meter: 16.0 },
{ name: "L4x4x1/4", area: 7.74, weight_per_meter: 11.5 },
{ name: "L4x4x3/8", area: 11.4, weight_per_meter: 16.9 },
{ name: "L5x5x3/8", area: 14.5, weight_per_meter: 21.5 }
],
"Tube": [
{ name: "SQ 50x50x3", area: 6.81, weight_per_meter: 10.1 },
{ name: "SQ 75x75x4", area: 11.2, weight_per_meter: 16.6 },
{ name: "SQ 100x100x5", area: 19.0, weight_per_meter: 28.2 },
{ name: "REC 50x100x4", area: 14.4, weight_per_meter: 21.4 },
{ name: "REC 75x150x5", area: 23.1, weight_per_meter: 34.3 }
],
"Pipe": [
{ name: "PIPE 1\"", area: 5.61, weight_per_meter: 8.3 },
{ name: "PIPE 2\"", area: 14.3, weight_per_meter: 21.2 },
{ name: "PIPE 3\"", area: 23.3, weight_per_meter: 34.5 },
{ name: "PIPE 4\"", area: 32.1, weight_per_meter: 47.6 }
]
};
var standardSectionProperties = {};
function initializeCalculator() {
var steelTypeSelect = document.getElementById("steelType");
var sectionSizeSelect = document.getElementById("sectionSize");
var selectedType = steelTypeSelect.value;
sectionSizeSelect.innerHTML = 'Select Size'; // Clear previous options
var options = standardSections[selectedType];
if (options) {
document.getElementById("customDimensions").style.display = "none";
document.getElementById("standardDimensionsGroup").style.display = "flex";
options.forEach(function(section) {
var option = document.createElement("option");
option.value = section.name;
option.textContent = section.name;
sectionSizeSelect.appendChild(option);
standardSectionProperties[section.name] = section;
});
} else {
document.getElementById("standardDimensionsGroup").style.display = "none";
document.getElementById("customDimensions").style.display = "flex"; // Show custom inputs
// Clear custom input values if switching away from standard types that use them
document.getElementById("customWidth").value = "";
document.getElementById("customHeight").value = "";
document.getElementById("customThickness").value = "";
document.getElementById("customFlangeThickness").value = "";
}
updateWeightPerUnit(); // Update on load
calculateWeight(); // Initial calculation with defaults
}
function updateWeightPerUnit() {
var sectionSizeSelect = document.getElementById("sectionSize");
var selectedSectionName = sectionSizeSelect.value;
var weightPerMeter = 0;
var crossSectionalArea = 0;
var sectionType = document.getElementById("steelType").value;
var resultSectionSizeSpan = document.getElementById("resultSectionSize");
var resultSteelTypeSpan = document.getElementById("resultSteelType");
if (standardSectionProperties[selectedSectionName]) {
weightPerMeter = standardSectionProperties[selectedSectionName].weight_per_meter;
crossSectionalArea = standardSectionProperties[selectedSectionName].area;
resultSectionSizeSpan.textContent = selectedSectionName;
} else {
// Handle custom dimensions case for area calculation if not using standard properties
resultSectionSizeSpan.textContent = "Custom";
}
resultSteelTypeSpan.textContent = sectionType;
document.getElementById("resultWeightPerMeter").textContent = weightPerMeter.toFixed(2);
document.getElementById("resultWeightPerMeter").dataset.area = crossSectionalArea; // Store area for chart
document.getElementById("resultWeightPerMeter").dataset.weight = weightPerMeter; // Store weight for chart
return { area: crossSectionalArea, weight_per_meter: weightPerMeter };
}
function calculateAreaFromCustom() {
var sectionType = document.getElementById("steelType").value;
var width = parseFloat(document.getElementById("customWidth").value);
var height = parseFloat(document.getElementById("customHeight").value);
var thickness = parseFloat(document.getElementById("customThickness").value);
var flangeThickness = parseFloat(document.getElementById("customFlangeThickness").value);
var area = 0;
if (sectionType === "I-beam" || sectionType === "H-beam" || sectionType === "W-beam" || sectionType === "S-beam") {
// Simplified area calculation for beams (assuming standard profiles for calculation basis)
// Area = 2 * (flange_width * flange_thickness) + (web_height * web_thickness)
// For simplicity, we'll use the main dimensions provided and a nominal thickness if specific web thickness isn't given.
// A more precise calculation would involve detailed geometry.
// Let's assume 'width' is flange width (b), 'height' is overall height (h), 'thickness' is web thickness (tw), 'flangeThickness' is tf.
// Area = 2 * (b * tf) + (h – 2*tf) * tw
if (!isNaN(width) && !isNaN(height) && !isNaN(thickness) && !isNaN(flangeThickness)) {
area = (2 * (width * flangeThickness)) + ((height – 2 * flangeThickness) * thickness);
}
} else if (sectionType === "C-channel") {
// Area = (width * thickness) + (height * thickness) – (thickness^2) – approximate corner radii
// Simplified: Area = 2 * (web_height * web_thickness) + (flange_width * flange_thickness) – (thickness^2)
// Let's assume 'width' is flange width (b), 'height' is overall height (h), 'thickness' is web thickness (tw) and flange thickness (tf)
if (!isNaN(width) && !isNaN(height) && !isNaN(thickness)) {
area = (2 * thickness * height) + (width * thickness) – (thickness * thickness); // simplified
}
} else if (sectionType === "Angle") {
// Area for L shape: Area = 2 * (leg_length * thickness) – thickness^2
// Assume width and height are leg lengths, and thickness is the leg thickness.
if (!isNaN(width) && !isNaN(thickness)) {
area = (2 * width * thickness) – (thickness * thickness); // simplified
}
} else if (sectionType === "Tube") { // Square/Rectangular Tube
// Area = (Outer Width * Outer Height) – (Inner Width * Inner Height)
// Area = (width * height) – ((width – 2*thickness) * (height – 2*thickness))
if (!isNaN(width) && !isNaN(height) && !isNaN(thickness)) {
area = (width * height) – ((width – 2*thickness) * (height – 2*thickness));
}
} else if (sectionType === "Pipe") { // Round Pipe
// Area = PI * (Outer Radius^2 – Inner Radius^2)
// Area = PI * ((Outer Diameter/2)^2 – (Inner Diameter/2)^2)
// Area = PI/4 * (Outer Diameter^2 – Inner Diameter^2)
// Assume 'width' is outer diameter, 'thickness' is wall thickness. Inner diameter = width – 2*thickness
if (!isNaN(width) && !isNaN(thickness)) {
var outerDiameter = width;
var innerDiameter = outerDiameter – 2 * thickness;
if (innerDiameter > 0) {
area = Math.PI / 4 * (Math.pow(outerDiameter, 2) – Math.pow(innerDiameter, 2));
}
}
}
return area > 0 ? area : 0;
}
function calculateWeight() {
var lengthInput = document.getElementById("length");
var steelDensityInput = document.getElementById("steelDensity");
var length = parseFloat(lengthInput.value);
var steelDensity = parseFloat(steelDensityInput.value);
var sectionSizeSelect = document.getElementById("sectionSize");
var sectionType = document.getElementById("steelType").value;
var crossSectionalArea = 0;
var weightPerMeter = 0;
var totalWeight = 0;
var isValid = true;
// — Input Validation —
if (isNaN(length) || length <= 0) {
document.getElementById("lengthError").textContent = "Please enter a valid positive length.";
document.getElementById("lengthError").style.display = "block";
isValid = false;
} else {
document.getElementById("lengthError").style.display = "none";
}
if (isNaN(steelDensity) || steelDensity <= 0) {
document.getElementById("steelDensityError").textContent = "Please enter a valid positive density.";
document.getElementById("steelDensityError").style.display = "block";
isValid = false;
} else {
document.getElementById("steelDensityError").style.display = "none";
}
var currentWeightPerMeterSpan = document.getElementById("resultWeightPerMeter");
if (sectionType && standardSectionProperties[sectionSizeSelect.value]) {
// Using standard section properties
crossSectionalArea = standardSectionProperties[sectionSizeSelect.value].area;
weightPerMeter = standardSectionProperties[sectionSizeSelect.value].weight_per_meter;
document.getElementById("resultSectionSize").textContent = sectionSizeSelect.value;
// Validate standard section selection
if (!sectionSizeSelect.value) {
document.getElementById("sectionSizeError").textContent = "Please select a standard section size.";
document.getElementById("sectionSizeError").style.display = "block";
isValid = false;
} else {
document.getElementById("sectionSizeError").style.display = "none";
}
} else {
// Handling custom dimensions
document.getElementById("resultSectionSize").textContent = "Custom";
var customWidthInput = document.getElementById("customWidth");
var customHeightInput = document.getElementById("customHeight");
var customThicknessInput = document.getElementById("customThickness");
var customFlangeThicknessInput = document.getElementById("customFlangeThickness");
var cw = parseFloat(customWidthInput.value);
var ch = parseFloat(customHeightInput.value);
var ct = parseFloat(customThicknessInput.value);
var cft = parseFloat(customFlangeThicknessInput.value);
// Validate custom inputs
if (isNaN(cw) || cw <= 0) { document.getElementById("customWidthError").textContent = "Enter width."; isValid = false; } else { document.getElementById("customWidthError").style.display = "none"; }
if (isNaN(ch) || ch <= 0) { document.getElementById("customHeightError").textContent = "Enter height."; isValid = false; } else { document.getElementById("customHeightError").style.display = "none"; }
if (isNaN(ct) || ct <= 0) { document.getElementById("customThicknessError").textContent = "Enter thickness."; isValid = false; } else { document.getElementById("customThicknessError").style.display = "none"; }
if (["I-beam", "H-beam", "W-beam", "S-beam"].includes(sectionType) && (isNaN(cft) || cft <= 0)) {
document.getElementById("customFlangeThicknessError").textContent = "Enter flange thickness."; isValid = false;
} else if (["I-beam", "H-beam", "W-beam", "S-beam"].includes(sectionType)) {
document.getElementById("customFlangeThicknessError").style.display = "none";
}
crossSectionalArea = calculateAreaFromCustom();
if (crossSectionalArea 0 ? length.toFixed(0) : "N/A";
document.getElementById("resultWeightPerMeter").dataset.area = "";
document.getElementById("resultWeightPerMeter").dataset.weight = "";
document.getElementById("chartSection").style.display = "none"; // Hide chart if calculation failed
}
}
function resetCalculator() {
document.getElementById("steelType").value = "I-beam";
document.getElementById("sectionSize").value = "";
document.getElementById("length").value = "6000";
document.getElementById("steelDensity").value = "7850";
document.getElementById("customWidth").value = "";
document.getElementById("customHeight").value = "";
document.getElementById("customThickness").value = "";
document.getElementById("customFlangeThickness").value = "";
// Reset error messages
var errorMessages = document.querySelectorAll(".error-message");
for (var i = 0; i 0) {
chartData.labels[0] = currentSection || "Custom Section";
chartData.data.push(currentResultWPM);
} else {
chartData.labels[0] = "N/A";
chartData.data.push(0);
}
// Add weights for a few standard sections of the same type for comparison
var comparisonSections = [];
if (standardSections[currentType]) {
// Take a few from the beginning and end of the list for variety
comparisonSections = standardSections[currentType].slice(0, 2);
// Ensure we don't add the currently selected one again if it's one of the first two
if (currentSection && standardSections[currentType].some(s => s.name === currentSection)) {
var currentIndex = standardSections[currentType].findIndex(s => s.name === currentSection);
if (currentIndex > 0 && currentIndex = comparisonSections.length) {
comparisonSections.push(standardSections[currentType][currentIndex]);
}
} else if (standardSections[currentType].length > 2) {
// Add another one if we have enough sections
comparisonSections.push(standardSections[currentType][Math.floor(standardSections[currentType].length / 2)]);
}
}
// Sort comparison sections by weight per meter for better chart readability
comparisonSections.sort(function(a, b) {
return a.weight_per_meter – b.weight_per_meter;
});
for (var i = 0; i < comparisonSections.length && chartData.labels.length < 4; i++) {
// Avoid duplicating the current section if it was automatically added
if (comparisonSections[i].name !== chartData.labels[0]) {
chartData.labels.push(comparisonSections[i].name);
chartData.data.push(comparisonSections[i].weight_per_meter);
}
}
chart.data = chartData;
chart.update();
}
function createChart() {
var chartData = {
labels: ["Selected Section", "Example Section 1", "Example Section 2"],
datasets: [{
label: "Weight Per Meter (kg/m)",
data: [0, 0, 0], // Placeholder data
backgroundColor: 'rgba(0, 74, 153, 0.6)',
borderColor: 'rgba(0, 74, 153, 1)',
borderWidth: 1
}]
};
chart = new Chart(chartCanvas, {
type: 'bar',
data: chartData,
options: {
responsive: true,
maintainAspectRatio: false,
scales: {
y: {
beginAtZero: true,
title: {
display: true,
text: 'Weight Per Meter (kg/m)'
}
},
x: {
title: {
display: true,
text: 'Steel Section Type'
}
}
},
plugins: {
legend: {
display: true,
position: 'top'
},
title: {
display: true,
text: 'Weight Comparison of Steel Sections'
}
}
}
});
}
// Re-initialize calculator and create chart on page load
window.onload = function() {
initializeCalculator();
createChart(); // Initialize chart structure
updateChart(); // Populate chart with initial data
calculateWeight(); // Ensure initial calculation is displayed
};
// — Event Listeners —
document.getElementById("steelType").addEventListener("change", initializeCalculator);
document.getElementById("sectionSize").addEventListener("change", calculateWeight);
document.getElementById("length").addEventListener("input", calculateWeight);
document.getElementById("steelDensity").addEventListener("input", calculateWeight);
// Add listeners for custom inputs if they exist
var customInputs = document.querySelectorAll('#customDimensions input');
for (var i = 0; i < customInputs.length; i++) {
customInputs[i].addEventListener('input', function() {
// Recalculate only if custom dimensions are active
if (document.getElementById("standardDimensionsGroup").style.display === "none") {
calculateWeight();
}
});
}