I Beam Weight per Foot Calculator

I-Beam Weight Per Foot Calculator & Guide :root { –primary-color: #004a99; –success-color: #28a745; –background-color: #f8f9fa; –text-color: #333; –input-border-color: #ccc; –border-radius: 5px; –shadow: 0 2px 5px rgba(0,0,0,0.1); } body { font-family: 'Segoe UI', Tahoma, Geneva, Verdana, sans-serif; line-height: 1.6; color: var(–text-color); background-color: var(–background-color); margin: 0; padding: 0; } .container { max-width: 1000px; margin: 20px auto; padding: 20px; background-color: #fff; border-radius: var(–border-radius); box-shadow: var(–shadow); } header { background-color: var(–primary-color); color: #fff; padding: 20px 0; text-align: center; border-radius: var(–border-radius) var(–border-radius) 0 0; margin-bottom: 20px; } header h1 { margin: 0; font-size: 2.5em; } main { padding: 20px; } h1, h2, h3 { color: var(–primary-color); } .loan-calc-container { background-color: var(–background-color); padding: 25px; border-radius: var(–border-radius); margin-bottom: 30px; box-shadow: inset 0 1px 3px rgba(0,0,0,0.1); } .loan-calc-container h2 { text-align: center; margin-top: 0; color: var(–primary-color); } .input-group { margin-bottom: 20px; text-align: left; } .input-group label { display: block; margin-bottom: 8px; font-weight: bold; color: var(–primary-color); } .input-group input[type="number"], .input-group select { width: calc(100% – 22px); /* Account for padding and border */ padding: 10px; border: 1px solid var(–input-border-color); border-radius: var(–border-radius); font-size: 1em; box-sizing: border-box; } .input-group .helper-text { font-size: 0.85em; color: #666; margin-top: 5px; display: block; } .error-message { color: red; font-size: 0.8em; margin-top: 5px; display: block; } .button-group { text-align: center; margin-top: 25px; } button { background-color: var(–primary-color); color: white; padding: 12px 25px; border: none; border-radius: var(–border-radius); cursor: pointer; font-size: 1em; margin: 0 5px; transition: background-color 0.3s ease; } button:hover { background-color: #003366; } button.reset { background-color: #6c757d; } button.reset:hover { background-color: #5a6268; } button.copy { background-color: var(–success-color); } button.copy:hover { background-color: #218838; } #result { background-color: var(–primary-color); color: #fff; padding: 15px 20px; margin-top: 20px; border-radius: var(–border-radius); text-align: center; box-shadow: var(–shadow); } #result h3 { color: #fff; margin-top: 0; font-size: 1.5em; } #result p { margin: 5px 0; font-size: 1.2em; } #result span { font-weight: bold; } .intermediate-results, .formula-explanation { margin-top: 25px; padding: 15px; background-color: #e9ecef; border-radius: var(–border-radius); font-size: 0.95em; } .intermediate-results h4, .formula-explanation h4 { margin-top: 0; color: var(–primary-color); } .intermediate-results ul { list-style: none; padding: 0; margin: 0; } .intermediate-results li { margin-bottom: 8px; } table { width: 100%; border-collapse: collapse; margin-top: 25px; margin-bottom: 25px; box-shadow: var(–shadow); } th, td { padding: 12px 15px; text-align: left; border: 1px solid #ddd; } thead { background-color: var(–primary-color); color: #fff; } tbody tr:nth-child(even) { background-color: #f2f2f2; } caption { font-size: 1.1em; font-weight: bold; margin-bottom: 10px; color: var(–primary-color); caption-side: top; text-align: left; } canvas { display: block; margin: 25px auto; border: 1px solid #ddd; border-radius: var(–border-radius); background-color: #fff; box-shadow: var(–shadow); } .article-content { margin-top: 40px; background-color: #fff; padding: 30px; border-radius: var(–border-radius); box-shadow: var(–shadow); } .article-content h2 { border-bottom: 2px solid var(–primary-color); padding-bottom: 8px; margin-bottom: 20px; } .article-content h3 { margin-top: 25px; margin-bottom: 10px; color: #0056b3; } .article-content p { margin-bottom: 15px; } .article-content ul, .article-content ol { margin-left: 20px; margin-bottom: 15px; } .article-content li { margin-bottom: 8px; } .faq-item { margin-bottom: 15px; padding: 10px; background-color: #f8f9fa; border-left: 3px solid var(–primary-color); border-radius: var(–border-radius); } .faq-item strong { color: var(–primary-color); } a { color: var(–primary-color); text-decoration: none; } a:hover { text-decoration: underline; } .internal-links ul { list-style: none; padding: 0; } .internal-links li { margin-bottom: 10px; } .internal-links a { font-weight: bold; } .related-tools { margin-top: 40px; padding: 30px; background-color: #f8f9fa; border-radius: var(–border-radius); border-left: 5px solid var(–primary-color); } .related-tools h2 { margin-top: 0; }

I-Beam Weight Per Foot Calculator

Accurate Calculations for Structural Engineering and Construction

I-Beam Weight Calculator

Enter the dimensions of your I-beam to calculate its weight per foot.

W10x22 W12x26 W14x30 W16x40 W18x50 W21x62 W24x74 Custom Dimensions Select a standard I-beam size or choose 'Custom' to enter dimensions manually.
Total depth of the I-beam (flange to flange) in inches.
Width of one flange in inches.
Thickness of the web in inches.
Thickness of one flange in inches.
Density of steel in lbs/ft³. (Standard is 490 lbs/ft³).

Estimated Weight Per Foot

lbs/ft

Key Values:

  • Beam Area (A): in²
  • Approximate Weight Per Foot (using Area and Density): lbs/ft
  • Nominal Weight Per Foot (from standard): lbs/ft

Formula Explained

The weight per foot of an I-beam is primarily calculated based on its cross-sectional area and the density of the steel. For standard beams, the weight is pre-defined. For custom dimensions, the area is calculated by summing the areas of the two flanges and the web, and then multiplied by the steel density.

Area Calculation: Beam Area (A) = (Web Thickness * Depth) + (2 * Flange Thickness * Flange Width) – (2 * Web Thickness * Flange Thickness)
(A simplified approximation is often used: A = (tw * d) + (2 * tf * bf))

Weight Calculation: Weight per Foot = Beam Area (in²) * Steel Density (lbs/ft³) * (1 ft / 12 in)
(Note: The conversion factor is implicitly handled by density units and formula structure here, but conceptually, area needs to be adjusted for volume.) The formula used here is more accurately: Weight per Foot = (Area in sq in / 144 sq in/sq ft) * Steel Density (lbs/ft³)

I-Beam Weight Per Foot Data Table

Common I-Beam Weights Per Foot (Based on AISC)
Beam Designation Depth (d) in Flange Width (bf) in Web Thickness (tw) in Flange Thickness (tf) in Nominal Weight (lbs/ft) Area (in²)
W10x22 10.00 5.50 0.24 0.37 22.0 6.47
W12x26 12.00 6.50 0.25 0.40 26.0 7.65
W14x30 13.9 6.00 0.30 0.45 30.0 8.83
W16x40 16.0 7.00 0.31 0.50 40.0 11.8
W18x50 17.9 7.50 0.33 0.54 50.0 14.7
W21x62 21.0 8.00 0.36 0.58 62.0 18.2
W24x74 24.0 9.00 0.38 0.62 74.0 21.8

Note: Dimensions and weights are approximate and may vary slightly by manufacturer and specific rolling standards. Always consult official steel shape manuals for precise specifications.

Weight Distribution Visualization

Chart shows the relationship between Beam Area and Nominal Weight Per Foot for common I-beam sizes.

{primary_keyword}

The {primary_keyword} refers to the calculated weight of a standard I-beam, also known as a W-beam or wide-flange beam, for each linear foot of its length. This metric is crucial in structural engineering, construction, and material procurement. It helps engineers determine the load-carrying capacity, foundation requirements, shipping logistics, and cost estimations for projects involving steel structures. Understanding the {primary_keyword} is fundamental for anyone involved in the design, fabrication, or erection of steel frameworks, from bridges and buildings to industrial facilities.

Who Should Use It?

Several professionals and stakeholders rely on accurate {primary_keyword} data:

  • Structural Engineers: To calculate dead loads, design connections, and ensure structural integrity. Accurate weight per foot is essential for load calculations.
  • Architects: To integrate steel structural elements into building designs and understand spatial requirements.
  • Construction Managers & Contractors: For material ordering, transportation planning, crane selection, and cost management.
  • Fabricators: To plan cutting, welding, and assembly processes, and to manage material inventory.
  • Procurement Specialists: To accurately bid on projects and purchase the correct quantities of steel.
  • DIY Enthusiasts & Hobbyists: For smaller-scale projects where steel beams are used, ensuring they select appropriate materials.

Common Misconceptions

One common misconception is that all I-beams of the same nominal depth have the same weight. This is incorrect. For example, a W12x26 and a W12x35 both have a nominal depth of 12 inches, but their weights per foot differ significantly (26 lbs/ft vs. 35 lbs/ft) due to variations in flange width, web thickness, and overall steel content. Another misconception is that custom-fabricated beams will weigh precisely as calculated by simplified formulas; actual weight can be affected by fabrication tolerances and specific steel mill variations.

{primary_keyword} Formula and Mathematical Explanation

The {primary_keyword} for a custom I-beam can be calculated by determining its cross-sectional area and multiplying it by the density of steel. Standard I-beams have pre-defined weights per foot established by organizations like the American Institute of Steel Construction (AISC).

Step-by-Step Derivation (for Custom Beams)

  1. Determine Beam Dimensions: Obtain the depth (d), flange width (bf), web thickness (tw), and flange thickness (tf) of the I-beam, typically in inches.
  2. Calculate Cross-Sectional Area (A): The area is approximated by summing the areas of the two flanges and the web. A common formula is:
    A = (tw * d) + (2 * tf * bf)
    However, a more precise calculation accounts for the overlapping corners where the web meets the flanges:
    A = (tw * (d - 2*tf)) + (2 * tf * bf) For many practical purposes, the simplified version is sufficient, or a more detailed geometric calculation might be used. For simplicity in this calculator, we use the common approximation: `A = (tw * d) + (2 * tf * bf)` after considering the core web area. A more accurate approximation for Area (A) in square inches is often given as: A = (tw * d) + (2 * tf * bf) - (2 * tw * tf) (This subtracts the corner overlaps) However, a widely used and practical approximation for standard wide-flange beams derived from geometric properties is: A = (tw * (d - 2*tf)) + (2 * tf * bf) Let's use a common engineering approximation that considers the total dimensions effectively: Area ≈ (Depth × Web Thickness) + 2 × (Flange Width × Flange Thickness) A more precise geometric area for a wide flange beam is: A = (tw * (d - 2*tf)) + (2 * tf * bf) For this calculator, we'll use the simplified geometric approach: Area = (tw * d) + (2 * tf * bf) - (2 * tw * tf) is less commonly used directly. A very common and practical approximation is simply: `Area = (Depth * Web Thickness) + 2 * (Flange Width * Flange Thickness)` which is derived from summing rectangular components. Let's use this for clarity. Let's refine the area calculation for clarity and accuracy: The area can be viewed as the web area plus the two flange areas. Web Area = `tw * (d – 2*tf)` (the web portion between the flanges) Flange Area = `tf * bf` (for one flange) Total Area = `tw * (d – 2*tf) + 2 * tf * bf`
  3. Convert Area to Cubic Feet: Since density is in lbs/ft³, we need the volume. The area is in in², so divide by 144 (in²/ft²) to get the area in ft².
    Area (ft²) = Area (in²) / 144
  4. Calculate Weight Per Foot: Multiply the area in square feet by the density of steel.
    Weight per Foot (lbs/ft) = Area (ft²) * Steel Density (lbs/ft³) Substituting the Area in ft²:
    Weight per Foot = (Area (in²) / 144) * Steel Density (lbs/ft³)

Variable Explanations

Variable Meaning Unit Typical Range
d Nominal Depth of the I-beam inches (in) 4 to 40+
bf Width of one flange inches (in) 3 to 14+
tw Thickness of the web inches (in) 0.2 to 1+
tf Thickness of one flange inches (in) 0.3 to 2+
Steel Density Weight per unit volume of steel lbs/ft³ ~490 (Standard Carbon Steel)
A Cross-sectional Area of the I-beam square inches (in²) Calculated based on dimensions
Weight Per Foot The final calculated weight pounds per foot (lbs/ft) Varies widely based on beam size

Practical Examples (Real-World Use Cases)

Example 1: Standard Beam Selection

A structural engineer is designing a multi-story building and needs to select a suitable I-beam for a main support column. They consider a standard W14x53 I-beam. Looking at steel tables or using our calculator:

  • Beam Designation: W14x53
  • Nominal Depth (d): 14.0 in
  • Flange Width (bf): 7.0 in
  • Web Thickness (tw): 0.30 in
  • Flange Thickness (tf): 0.48 in
  • Steel Density: 490 lbs/ft³

Using the calculator (or steel tables), the Nominal Weight Per Foot for a W14x53 is approximately 53.0 lbs/ft. The calculated area is about 15.6 in². This value is critical for calculating the dead load of the column and ensuring it meets the required load-bearing capacity for the structure.

Example 2: Custom Beam Calculation for a Unique Project

A contractor is building a custom industrial structure with unique spacing requirements. They need a beam with a specific depth and flange width not readily available in standard sections. They specify the following custom dimensions:

  • Depth (d): 18.0 in
  • Flange Width (bf): 9.0 in
  • Web Thickness (tw): 0.50 in
  • Flange Thickness (tf): 0.75 in
  • Steel Density: 490 lbs/ft³

Inputting these values into the calculator:

  • Calculated Beam Area (A) ≈ (0.50 * (18.0 – 2*0.75)) + (2 * 0.75 * 9.0) = (0.50 * 16.5) + (1.5 * 9.0) = 8.25 + 13.5 = 21.75 in²
  • Weight Per Foot ≈ (21.75 in² / 144 in²/ft²) * 490 lbs/ft³ ≈ 0.151 ft² * 490 lbs/ft³ ≈ 74.0 lbs/ft

The calculated {primary_keyword} for this custom beam is approximately 74.0 lbs/ft. This weight is then used for structural analysis, material ordering, and transportation logistics.

How to Use This {primary_keyword} Calculator

Our {primary_keyword} calculator is designed for ease of use and accuracy. Follow these simple steps:

  1. Select Beam Type: Choose a standard I-beam designation (e.g., W10x22) from the dropdown list. The calculator will automatically populate typical dimensions and its nominal weight.
  2. Enter Custom Dimensions (If Applicable): If you selected 'Custom' or need to verify dimensions, enter the precise values for Depth (d), Flange Width (bf), Web Thickness (tw), and Flange Thickness (tf) in inches.
  3. Input Steel Density: The default value is 490 lbs/ft³, standard for most carbon steel. Adjust this only if you are working with a steel alloy of significantly different density.
  4. View Results: The calculator will instantly display the estimated Weight Per Foot in lbs/ft. It also shows key intermediate values like the calculated Beam Area and the weight derived from this area.
  5. Interpret Nominal Weight: For standard beams, the 'Nominal Weight Per Foot' column in the table (and shown in results) is the industry standard. The calculated weight from custom dimensions provides an estimate for non-standard shapes.
  6. Use the Table: Refer to the data table for quick lookups of dimensions and weights for common I-beam profiles.
  7. Visualize Data: The chart provides a visual representation of how beam area correlates with weight for standard profiles, aiding in understanding the relationships.
  8. Reset or Copy: Use the 'Reset' button to clear inputs and start over. Use the 'Copy Results' button to easily transfer the calculated weight and key values to your documentation or reports.

Decision-Making Guidance: The calculated {primary_keyword} informs critical decisions. Higher weight per foot generally implies a stronger, more robust beam but also increases dead load and material cost. Engineers use this data to balance structural requirements with economic and logistical constraints. For instance, if a project has strict weight limits, selecting lighter beams or optimizing the structural design to use fewer or smaller beams becomes essential.

Key Factors That Affect {primary_keyword} Results

While the calculation itself is straightforward, several real-world factors influence the actual weight and how the {primary_keyword} is applied:

  1. Steel Alloy Composition: While 490 lbs/ft³ is standard for carbon steel, different alloys (e.g., high-strength steel, stainless steel) can have slightly different densities, impacting the final weight.
  2. Manufacturing Tolerances: Steel mills produce beams within specified tolerance ranges for dimensions and weight. Actual weights can deviate slightly from nominal values. Engineers often add a safety margin to account for this.
  3. Surface Coatings & Treatments: Galvanization, painting, or other protective coatings add a small amount of weight to the beam. This is usually negligible for structural calculations but can be relevant for precise inventory management.
  4. Beam Length & Quantity: The {primary_keyword} is a per-foot measure. The total weight for a project depends on the total length of all beams used. Accurate quantity takeoffs are vital for material procurement.
  5. Structural Design Optimization: Engineers may specify beams that are slightly over-designed (higher weight per foot than strictly necessary) for added safety, or they may meticulously design to use the lightest possible beam that meets code requirements. This optimization directly impacts the total steel tonnage and cost.
  6. Regional Standards & Specifications: Different countries or regions might have slightly different standards for steel shapes and their associated properties. Always refer to relevant building codes and steel handbooks (like AISC in the US).
  7. Actual vs. Nominal Dimensions: Standard steel shapes have 'nominal' dimensions, but the actual rolled dimensions can vary slightly. Our calculator uses standard nominal dimensions, but real-world material certifications will provide precise details.

Frequently Asked Questions (FAQ)

Q1: What is the difference between nominal weight and calculated weight per foot?
A: Nominal weight per foot is the standard, published weight for a specific steel shape (e.g., W12x26). Calculated weight per foot is derived from the actual measured or specified dimensions of a custom beam and the density of steel. They should be close for standard shapes but can differ for custom ones.
Q2: Can I use the I-beam weight per foot to determine its strength?
A: No, weight per foot is not a direct measure of strength. Strength is determined by factors like the beam's cross-sectional shape, material properties (yield strength, tensile strength), and how it's supported and loaded. Weight is primarily related to the volume of material.
Q3: Does steel density vary significantly?
A: For common carbon steels used in construction, the density is quite consistent, around 490 lbs/ft³. However, specialized alloys might have slightly different densities. Always confirm if working with non-standard steel types.
Q4: How do I find the exact dimensions for a standard I-beam?
A: You can find precise dimensions and properties for standard steel shapes in resources like the AISC Steel Construction Manual or manufacturer's product catalogs. Our calculator uses typical values for illustration.
Q5: Is the weight per foot the same for all steel beams?
A: No, beam weight per foot varies greatly depending on the size and shape of the beam. Wider flanges, thicker webs, and larger overall dimensions result in higher weights per foot.
Q6: What is the practical importance of knowing the weight per foot?
A: It's crucial for calculating dead loads on foundations and structural members, estimating shipping costs, planning lifting operations (e.g., crane capacity), and determining the total material cost for a project.
Q7: Does the calculator handle different units?
A: This calculator specifically works with inches for dimensions and pounds per cubic foot for density, outputting weight in pounds per foot. Ensure your input measurements are in inches.
Q8: What does a "W" designation mean for an I-beam?
A: The "W" designation stands for "Wide Flange." These are the most common type of structural I-beams used in construction, characterized by parallel internal and external flange surfaces. The numbers following (e.g., W14x53) indicate the nominal depth in inches and the approximate weight per foot in pounds.

© 2023 Your Company Name. All rights reserved.

This calculator and content are for informational purposes only. Consult with a qualified professional engineer for any structural design work.

var standardBeams = { "W10x22": {"d": 10.00, "bf": 5.50, "tw": 0.24, "tf": 0.37, "nominalWeight": 22.0, "area": 6.47}, "W12x26": {"d": 12.00, "bf": 6.50, "tw": 0.25, "tf": 0.40, "nominalWeight": 26.0, "area": 7.65}, "W14x30": {"d": 13.9, "bf": 6.00, "tw": 0.30, "tf": 0.45, "nominalWeight": 30.0, "area": 8.83}, "W16x40": {"d": 16.0, "bf": 7.00, "tw": 0.31, "tf": 0.50, "nominalWeight": 40.0, "area": 11.8}, "W18x50": {"d": 17.9, "bf": 7.50, "tw": 0.33, "tf": 0.54, "nominalWeight": 50.0, "area": 14.7}, "W21x62": {"d": 21.0, "bf": 8.00, "tw": 0.36, "tf": 0.58, "nominalWeight": 62.0, "area": 18.2}, "W24x74": {"d": 24.0, "bf": 9.00, "tw": 0.38, "tf": 0.62, "nominalWeight": 74.0, "area": 21.8} }; var chart; var chartData = []; var labels = []; function updateBeamDimensions() { var selectedBeam = document.getElementById("beamType").value; if (selectedBeam === "Custom") { document.getElementById("customDimensions").style.display = "block"; // Clear custom dimension values if switching from custom to standard if (document.getElementById("depth").value !== "") { document.getElementById("depth").value = ""; document.getElementById("flangeWidth").value = ""; document.getElementById("webThickness").value = ""; document.getElementById("flangeThickness").value = ""; } } else { document.getElementById("customDimensions").style.display = "none"; var beamInfo = standardBeams[selectedBeam]; document.getElementById("depth").value = beamInfo.d; document.getElementById("flangeWidth").value = beamInfo.bf; document.getElementById("webThickness").value = beamInfo.tw; document.getElementById("flangeThickness").value = beamInfo.tf; document.getElementById("nominalWeight").textContent = beamInfo.nominalWeight.toFixed(1); document.getElementById("beamArea").textContent = beamInfo.area.toFixed(2); // We will recalculate weight based on these dimensions and density calculateWeight(); } clearErrorMessages(); } function validateInput(value, id, errorId, minValue, maxValue, isRequired = true) { var errorElement = document.getElementById(errorId); if (isRequired && (value === null || value === "")) { errorElement.textContent = "This field is required."; return false; } if (value !== "" && (isNaN(value) || value <= 0)) { errorElement.textContent = "Please enter a positive number."; return false; } if (minValue !== undefined && value !== "" && value maxValue) { errorElement.textContent = "Value cannot exceed " + maxValue + "."; return false; } errorElement.textContent = ""; // Clear error if valid return true; } function clearErrorMessages() { var errorElements = document.querySelectorAll('.error-message'); for (var i = 0; i < errorElements.length; i++) { errorElements[i].textContent = ''; } } function calculateWeight() { var d = parseFloat(document.getElementById("depth").value); var bf = parseFloat(document.getElementById("flangeWidth").value); var tw = parseFloat(document.getElementById("webThickness").value); var tf = parseFloat(document.getElementById("flangeThickness").value); var steelDensity = parseFloat(document.getElementById("steelDensity").value); var dError = document.getElementById("depthError"); var bfError = document.getElementById("flangeWidthError"); var twError = document.getElementById("webThicknessError"); var tfError = document.getElementById("flangeThicknessError"); var densityError = document.getElementById("steelDensityError"); var isValid = true; isValid = validateInput(d, "depth", "depthError", 0.1) && isValid; isValid = validateInput(bf, "flangeWidth", "flangeWidthError", 0.1) && isValid; isValid = validateInput(tw, "webThickness", "webThicknessError", 0.01) && isValid; isValid = validateInput(tf, "flangeThickness", "flangeThicknessError", 0.01) && isValid; isValid = validateInput(steelDensity, "steelDensity", "steelDensityError", 100, 1000) && isValid; if (!isValid) { document.getElementById("weightPerFoot").textContent = "–"; document.getElementById("beamArea").textContent = "–"; document.getElementById("weightFromArea").textContent = "–"; document.getElementById("nominalWeight").textContent = "–"; // Clear nominal if custom dimensions are used return; } // Calculate Area using the precise geometric formula // A = Area of web between flanges + Area of two flanges // Area = (tw * (d – 2*tf)) + (2 * tf * bf) var beamArea = (tw * (d – 2*tf)) + (2 * tf * bf); // Calculate weight per foot // Convert area from in² to ft² by dividing by 144 var weightPerFoot = (beamArea / 144) * steelDensity; document.getElementById("beamArea").textContent = beamArea.toFixed(2); document.getElementById("weightFromArea").textContent = weightPerFoot.toFixed(1); document.getElementById("weightPerFoot").textContent = weightPerFoot.toFixed(1); // If a standard beam was selected initially, show its nominal weight. // If custom dimensions were entered OR if dimensions were updated from standard, // we show the calculated weight and potentially override the nominal weight display for clarity. var selectedBeamType = document.getElementById("beamType").value; if (selectedBeamType !== "Custom") { var nominalWeight = standardBeams[selectedBeamType].nominalWeight; document.getElementById("nominalWeight").textContent = nominalWeight.toFixed(1); // For standard beams, the calculated weight should be very close to nominal. // We can display the calculated one as primary, or nominal as primary. // Let's prioritize the calculated one if dimensions were manually adjusted, else nominal. // If switching FROM custom TO standard, the values are set. // If switching FROM standard TO custom, nominalWeight might be stale. // Ensure recalculation reflects the selected beam accurately. // If the user selected a standard beam, let's ensure nominal weight is displayed clearly. if (document.getElementById("depth").value == standardBeams[selectedBeamType].d && document.getElementById("flangeWidth").value == standardBeams[selectedBeamType].bf && document.getElementById("webThickness").value == standardBeams[selectedBeamType].tw && document.getElementById("flangeThickness").value == standardBeams[selectedBeamType].tf) { document.getElementById("weightPerFoot").textContent = nominalWeight.toFixed(1); document.getElementById("weightFromArea").textContent = nominalWeight.toFixed(1); // Match primary result } else { // If dimensions were manually adjusted after selecting a standard beam type document.getElementById("nominalWeight").textContent = standardBeams[selectedBeamType].nominalWeight.toFixed(1) + " (Adjusted)"; } } else { document.getElementById("nominalWeight").textContent = "–"; // No nominal weight for custom } updateChart(); } function resetCalculator() { document.getElementById("beamType").value = "W10x22"; // Default to a common standard beam document.getElementById("depth").value = ""; document.getElementById("flangeWidth").value = ""; document.getElementById("webThickness").value = ""; document.getElementById("flangeThickness").value = ""; document.getElementById("steelDensity").value = "490"; updateBeamDimensions(); // This will set dimensions for W10x22 and hide custom fields calculateWeight(); // Recalculate based on defaults clearErrorMessages(); } function copyResults() { var weightPerFoot = document.getElementById("weightPerFoot").textContent; var beamArea = document.getElementById("beamArea").textContent; var weightFromArea = document.getElementById("weightFromArea").textContent; var nominalWeight = document.getElementById("nominalWeight").textContent; var steelDensity = document.getElementById("steelDensity").value; var selectedBeam = document.getElementById("beamType").value; var resultsText = "I-Beam Weight Per Foot Calculation:\n"; resultsText += "———————————-\n"; resultsText += "Beam Type: " + selectedBeam + "\n"; if (selectedBeam === "Custom") { resultsText += "Custom Dimensions:\n"; resultsText += " Depth (d): " + document.getElementById("depth").value + " in\n"; resultsText += " Flange Width (bf): " + document.getElementById("flangeWidth").value + " in\n"; resultsText += " Web Thickness (tw): " + document.getElementById("webThickness").value + " in\n"; resultsText += " Flange Thickness (tf): " + document.getElementById("flangeThickness").value + " in\n"; } resultsText += "Steel Density: " + steelDensity + " lbs/ft³\n\n"; resultsText += "Key Results:\n"; resultsText += " Estimated Weight Per Foot: " + weightPerFoot + " lbs/ft\n"; resultsText += " Calculated Beam Area: " + beamArea + " in²\n"; if (nominalWeight !== "–") { resultsText += " Nominal Weight Per Foot: " + nominalWeight + " lbs/ft\n"; } resultsText += " Weight based on Area: " + weightFromArea + " lbs/ft\n"; resultsText += "\nFormula Used: Weight per Foot = (Area in sq in / 144) * Steel Density (lbs/ft³)"; // Use a temporary textarea to copy text var tempTextArea = document.createElement("textarea"); tempTextArea.value = resultsText; tempTextArea.style.position = "absolute"; tempTextArea.style.left = "-9999px"; document.body.appendChild(tempTextArea); tempTextArea.select(); document.execCommand("copy"); document.body.removeChild(tempTextArea); // Provide visual feedback var copyButton = document.querySelector(".copy"); copyButton.textContent = "Copied!"; setTimeout(function() { copyButton.textContent = "Copy Results"; }, 1500); } function initializeChart() { var ctx = document.getElementById("weightChart").getContext("2d"); chartData = []; labels = []; for (var beam in standardBeams) { labels.push(beam); chartData.push(standardBeams[beam].area); // Area as one series } chart = new Chart(ctx, { type: 'bar', // Use bar chart for distinct comparison data: { labels: labels, datasets: [{ label: 'Beam Area (in²)', data: chartData, backgroundColor: 'rgba(0, 74, 153, 0.6)', // Primary color borderColor: 'rgba(0, 74, 153, 1)', borderWidth: 1 }, { label: 'Nominal Weight (lbs/ft)', data: labels.map(function(label) { return standardBeams[label].nominalWeight; }), backgroundColor: 'rgba(40, 167, 69, 0.6)', // Success color borderColor: 'rgba(40, 167, 69, 1)', borderWidth: 1 }] }, options: { responsive: true, maintainAspectRatio: false, scales: { y: { beginAtZero: true, title: { display: true, text: 'Value' } }, x: { title: { display: true, text: 'Standard I-Beam Designation' } } }, plugins: { legend: { position: 'top', }, title: { display: true, text: 'Standard I-Beam Area vs. Weight Comparison' } } } }); } function updateChart() { if (!chart) { initializeChart(); return; } var currentAreaData = []; var currentWeightData = []; var currentLabels = []; // Populate data for standard beams for (var beam in standardBeams) { currentLabels.push(beam); currentAreaData.push(standardBeams[beam].area); currentWeightData.push(standardBeams[beam].nominalWeight); } chart.data.labels = currentLabels; chart.data.datasets[0].data = currentAreaData; chart.data.datasets[1].data = currentWeightData; chart.update(); } // Initialize on page load window.onload = function() { resetCalculator(); // Sets default values and triggers initial calculation updateBeamDimensions(); // Ensure correct display of custom fields if needed initializeChart(); // Initialize the chart with standard beam data };

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