H Beam Weight Calculator

H Beam Weight Calculator: Calculate Steel Beam Weight Accurately :root { –primary-color: #004a99; –success-color: #28a745; –background-color: #f8f9fa; –text-color: #333; –border-color: #ddd; –card-background: #fff; –shadow: 0 2px 10px rgba(0,0,0,0.1); } body { font-family: 'Segoe UI', Tahoma, Geneva, Verdana, sans-serif; background-color: var(–background-color); color: var(–text-color); margin: 0; padding: 20px; line-height: 1.6; } .container { max-width: 1000px; margin: 0 auto; background-color: var(–card-background); padding: 30px; border-radius: 8px; box-shadow: var(–shadow); } h1, h2, h3 { color: var(–primary-color); text-align: center; } h1 { margin-bottom: 10px; } .subtitle { text-align: center; color: #666; font-size: 1.1em; margin-bottom: 30px; } .loan-calc-container { background-color: var(–card-background); padding: 25px; border-radius: 8px; box-shadow: var(–shadow); margin-bottom: 40px; } .input-group { margin-bottom: 20px; width: 100%; display: flex; flex-direction: column; 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H Beam Weight Calculator

Accurate calculations for steel construction and engineering needs.

Calculate H Beam Weight

W10x12 W10x15 W10x17 W10x19 W10x22 W10x26 W10x30 W10x33 W10x39 W10x45 W10x49 W10x54 W12x26 W12x35 W12x40 W12x45 W12x53 W12x58 W12x65 W12x72 W12x79 W12x85 W12x96 W12x106 W14x22 W14x26 W14x30 W14x34 W14x38 W14x43 W14x48 W14x53 W14x61 W14x68 W14x74 W14x82 W14x90 W14x99 W14x109 W14x119 W14x129 W14x133 W16x26 W16x31 W16x36 W16x40 W16x45 W16x50 W16x57 W16x67 W18x35 W18x40 W18x47 W18x55 W18x60 W18x65 W18x71 W18x76 W18x86 W18x97 W18x106 W20x40 W20x46 W20x55 W20x65 W20x77 W20x80 W20x90 W20x101 W21x44 W21x50 W21x57 W21x62 W21x68 W21x73 W21x82 W21x93 W24x50 W24x55 W24x62 W24x68 W24x74 W24x84 W24x94 W24x104 W24x117 W24x130 W24x145 W24x162 W24x176 W24x192 W27x84 W27x94 W27x102 W27x114 W27x129 W27x145 W27x162 W30x90 W30x99 W30x108 W30x116 W30x124 W30x132 W33x118 W33x130 W33x141 W33x152 W33x169 W36x135 W36x145 W36x150 W36x160 W36x170 W36x182 W40x145 W40x158 W40x174 W40x186 W40x200 W40x215 Custom Select a standard H beam profile or choose 'Custom' for manual input.
The total depth of the H beam (flange to flange) in inches.
The width of one flange in inches.
The thickness of the beam's web in inches.
The thickness of one flange in inches.
The total length of the H beam in feet.
Steel (lb/in³ – ASTM A6) Steel (lb/ft³ – ASTM A6) Steel (g/cm³ – Common) Select the density of the steel material.
Total Weight: lbs
Cross-Sectional Area: in²
Volume: in³
Weight per Foot: lbs/ft
How it's calculated:

Weight = Volume × Density. The volume is calculated by multiplying the cross-sectional area (A) of the H-beam by its length (L), converted to inches. The cross-sectional area itself is derived from the beam's dimensions (depth, flange width, web thickness, flange thickness). Density is applied based on the selected material standard.

Weight vs. Length for Selected Beam Profile

This chart visualizes how the total weight of the selected H beam profile changes with increasing length.

What is an H Beam Weight Calculator?

An H beam weight calculator is a specialized online tool designed to estimate the weight of structural steel H beams (also known as I-beams or wide-flange beams) based on their specific dimensions and the density of the steel used. This essential tool is indispensable for construction professionals, structural engineers, architects, fabricators, and anyone involved in material procurement and structural design. It helps in accurately determining the load-bearing capacity, transportation logistics, and cost estimations associated with steel structures. Understanding the weight of H beams is crucial for ensuring the integrity and stability of buildings, bridges, and other infrastructure projects.

Who should use it:

  • Structural Engineers: To calculate dead loads, design foundations, and ensure structural stability.
  • Architects: For preliminary design considerations and material estimations.
  • Contractors & Builders: To plan for material delivery, crane capacity, and project budgeting.
  • Fabricators: For accurate material ordering and cost analysis.
  • Procurement Specialists: To determine quantities and cost-effectiveness of steel materials.
  • Students & Educators: To learn about structural steel properties and calculations.

Common Misconceptions:

  • "All H-beams of the same depth weigh the same": This is false. H-beam profiles are designated by their nominal depth and weight per linear foot (e.g., W12x26 means a nominal depth of 12 inches and a weight of 26 lbs/ft). However, beams with the same depth can have different flange widths and thicknesses, resulting in different weights.
  • "Standard steel density is always the same": While ASTM A6 specifies a nominal density of 490 lb/ft³ (0.2833 lb/in³), slight variations can occur, and different steel grades might have minor density differences. Our calculator uses the standard value but acknowledges potential minor variations.
  • "Calculators replace engineering judgment": An h beam weight calculator provides an estimate. Final structural calculations and material specifications always require professional engineering review.

H Beam Weight Formula and Mathematical Explanation

The fundamental principle behind calculating the weight of an H beam is to determine its volume and then multiply it by the density of the material. The process involves several steps, especially when dealing with the specific geometry of an H-beam.

The primary formula is:

Weight = Volume × Density

Step-by-Step Derivation

  1. Calculate the Cross-Sectional Area (A): An H-beam's cross-section is essentially a rectangle (the web) sandwiched between two rectangles (the flanges). The total area is the sum of these areas.
    Area of Web = Depth (d) × Web Thickness (tw)
    Area of Two Flanges = 2 × Flange Width (bf) × Flange Thickness (tf)
    However, a more accurate method accounts for the radii at the flange-web junction, but for practical estimation, we often use a simplified approach that sums the areas of the outer rectangle and subtracts the inner void, or more commonly, calculates the area as:
    A = (d × tw) + 2 × (bf × tf) *(Note: This simplified formula might slightly overestimate or underestimate depending on how the standard dimensions are defined, but it's a common approximation. Standard tables often provide the precise area.)*
  2. Calculate the Volume (V): Volume is the cross-sectional area multiplied by the length. It's crucial to ensure consistent units. If the length is in feet and dimensions are in inches, conversions are needed.
    Length in inches (L_in) = Length in feet (L_ft) × 12 inches/foot
    Volume (V) = A × L_in (Units: in³)
  3. Calculate the Weight (W): Multiply the volume by the density of steel. The units of density will determine the units of the final weight.
    Using density in lb/in³ (ρ_in):
    Weight (W) = V × ρ_in (Units: lbs)
    Alternatively, if using density in lb/ft³ (ρ_ft):
    First, convert volume to cubic feet: V_ft = V / (12³).
    Weight (W) = V_ft × ρ_ft (Units: lbs)
  4. Weight Per Foot: This is often a primary metric for standard beams. It can be calculated directly or derived from the total weight:
    Weight per Foot = Total Weight (lbs) / Length (ft)

Variable Explanations

Variable Meaning Unit Typical Range / Notes
d Nominal Depth of the H-beam inches e.g., 4″ to 40″ for common profiles
bf Width of the Flange inches e.g., 4″ to 16″ for common profiles
tw Thickness of the Web inches e.g., 0.25″ to 1.00″
tf Thickness of the Flange inches e.g., 0.30″ to 1.50″
L Length of the Beam feet Any positive value (e.g., 10 ft, 20 ft, 40 ft)
ρ Density of Steel lb/in³ or lb/ft³ or g/cm³ Approx. 0.2833 lb/in³ or 490 lb/ft³ for structural steel (ASTM A6)
A Cross-Sectional Area in² Calculated value, depends on d, bf, tw, tf
V Volume in³ Calculated value, depends on A and L
W Total Weight lbs Calculated result

Practical Examples (Real-World Use Cases)

Example 1: Standard Beam Calculation

A structural engineer needs to determine the weight of a W12x26 H-beam used as a main support column. The beam is 18 feet long. The standard steel density is 490 lb/ft³.

Inputs:

  • H Beam Type: W12x26
  • Length (L): 18 ft
  • Steel Density: 490 lb/ft³

Calculation Steps (Internal):

  • The calculator retrieves standard dimensions for W12x26: Depth (d) ≈ 12.01 in, Flange Width (bf) ≈ 6.50 in, Web Thickness (tw) ≈ 0.26 in, Flange Thickness (tf) ≈ 0.45 in.
  • Cross-Sectional Area (A) ≈ (12.01 * 0.26) + 2 * (6.50 * 0.45) ≈ 3.12 + 5.85 = 8.97 in². (Note: Standard tables often list this around 7.67 in²; the formula is an approximation). Let's use the value derived from the calculator's logic based on formula for consistency. If the calculator were to use pre-defined values, it would lookup W12x26 and find its nominal weight per foot.
  • Assuming the calculator uses the direct lookup for W12x26, it finds a nominal weight of 26 lbs/ft.
  • Total Weight = Weight per Foot × Length = 26 lbs/ft × 18 ft = 468 lbs.

Outputs:

  • Weight Per Foot: 26 lbs/ft
  • Total Weight: 468 lbs

Financial Interpretation:

Knowing the exact weight (468 lbs) is crucial for the contractor to order the correct amount of steel and for the project manager to budget for material costs and transportation. It also informs the structural design by accurately calculating the dead load this beam contributes. This is essential for any steel structure design.

Example 2: Custom Beam Calculation for a Specific Project

A fabrication shop is designing a custom support structure and needs to estimate the weight of a non-standard H-beam. They have specified the following custom dimensions and a length of 30 feet. They are using a steel density of 0.2833 lb/in³.

Inputs:

  • Beam Type: Custom
  • Depth (d): 14 inches
  • Flange Width (bf): 7 inches
  • Web Thickness (tw): 0.4 inches
  • Flange Thickness (tf): 0.6 inches
  • Length (L): 30 ft
  • Steel Density: 0.2833 lb/in³

Calculation Steps (Internal):

  • Cross-Sectional Area (A) = (14 in × 0.4 in) + 2 × (7 in × 0.6 in) = 5.6 in² + 8.4 in² = 14.0 in².
  • Length in inches (L_in) = 30 ft × 12 in/ft = 360 inches.
  • Volume (V) = 14.0 in² × 360 in = 5040 in³.
  • Weight (W) = 5040 in³ × 0.2833 lb/in³ ≈ 1427.7 lbs.
  • Weight Per Foot = 1427.7 lbs / 30 ft ≈ 47.6 lbs/ft.

Outputs:

  • Cross-Sectional Area: 14.0 in²
  • Volume: 5040 in³
  • Weight Per Foot: 47.6 lbs/ft
  • Total Weight: 1427.7 lbs

Financial Interpretation:

This accurate weight estimation allows the fabrication shop to precisely quote the material cost for this custom beam. It also helps in planning the fabrication process, ensuring proper handling equipment is available, and confirming the structural suitability for the intended application. For accurate project costing, understanding structural steel cost factors is vital.

How to Use This H Beam Weight Calculator

Using the H beam weight calculator is straightforward and designed for quick, accurate results. Follow these steps:

  1. Select Beam Type: Choose a standard H-beam profile from the dropdown list (e.g., W12x26). If your beam isn't listed, select 'Custom'.
  2. Enter Custom Dimensions (if applicable): If you selected 'Custom', input the precise Depth (d), Flange Width (bf), Web Thickness (tw), and Flange Thickness (tf) of your beam in inches.
  3. Specify Length: Enter the total length of the H-beam in feet (e.g., 20).
  4. Choose Material Density: Select the appropriate density for your steel type. The default is typically for standard structural steel (ASTM A6). Ensure your unit preference (lb/in³, lb/ft³, or g/cm³) matches your other data.
  5. View Results: The calculator will automatically update and display the primary result (Total Weight) prominently, along with key intermediate values like Cross-Sectional Area, Volume, and Weight Per Foot.
  6. Interpret Results: Understand the weight figures for your project's material needs, structural load calculations, and cost estimations. The "Weight Per Foot" is particularly useful for comparing different beam sizes.
  7. Use the Chart: Observe the dynamic chart showing how the beam's weight scales with length. This is helpful for visualizing requirements for longer spans.
  8. Copy or Reset: Use the 'Copy Results' button to save the calculated data or 'Reset' to clear the fields and start a new calculation.

Decision-Making Guidance:

  • Standard vs. Custom: Always opt for standard shapes (like W-beams) when possible, as they are more cost-effective and readily available. Use custom calculations only when a specific project demands unique dimensions.
  • Weight per Foot: Compare the 'Weight per Foot' for different beam profiles that meet your structural requirements. A higher weight per foot generally indicates a stronger beam but also means higher material cost and load.
  • Total Weight: This is critical for logistics (transportation, lifting capacity) and overall project mass calculations.

Key Factors That Affect H Beam Weight Results

While the core formula (Weight = Volume × Density) is simple, several factors influence the accuracy and practical application of h beam weight calculator results:

  1. Beam Profile Dimensions (d, bf, tw, tf): This is the most significant factor. Minor variations in flange width or thickness drastically change the cross-sectional area and thus the total weight. Standard profiles have precise dimensions defined by standards like ASTM A6. Custom beams require exact measurements.
  2. Beam Length (L): A direct linear relationship exists between length and weight. Longer beams naturally weigh more. This is why 'Weight Per Foot' is such a common and useful metric.
  3. Steel Density (ρ): While generally constant for structural steel (around 490 lb/ft³), using the correct density value is essential. Different steel grades or alloys might have slightly different densities, though the difference is usually minimal for common structural applications. Ensuring consistent units (e.g., lb/ft³ vs. lb/in³) is critical.
  4. Manufacturing Tolerances: Real-world steel beams may have slight variations from their nominal dimensions due to manufacturing tolerances. Standard calculations typically use the nominal dimensions, but for highly critical applications, these tolerances might need consideration.
  5. Added Components or Coatings: The calculator estimates the weight of the bare steel beam. Any additional elements like fireproofing, coatings, or welded connections will add extra weight not accounted for in this basic calculation.
  6. Material Grade and Specifications: While density is relatively constant, different steel grades (e.g., ASTM A36, A572) have varying yield and tensile strengths. This affects structural capacity but has a negligible impact on weight itself compared to dimensional differences. However, understanding the different grades of structural steel can inform material selection.
  7. Rounding in Standard Tables vs. Formula: Standard H-beam weight tables often use pre-calculated, rounded values. Using a formula with precise dimensions might yield slightly different results, especially if the formula used is a simplification. For certified weights, always refer to manufacturer data or mill certificates.

Frequently Asked Questions (FAQ)

Q1: What is the difference between an H-beam and an I-beam?

Technically, 'I-beam' is a broader term. H-beams, or Wide Flange beams, are a specific type of I-beam characterized by having parallel flange surfaces and a more square cross-section compared to traditional I-beams which might have tapered flanges. In structural engineering, the terms are often used interchangeably, but 'H-beam' specifically refers to the wide-flange profile common in modern construction.

Q2: Why is the weight per foot important for H-beams?

The weight per foot (e.g., 26 lbs/ft for a W12x26) is a standard designation and a critical metric. It simplifies calculations for structural engineers (estimating dead loads) and procurement (ordering by linear foot). It also allows for easy comparison of different beam profiles that might satisfy similar load requirements.

Q3: Can I use this calculator for metric units?

The calculator primarily uses imperial units (inches, feet, pounds). While you can input metric density (g/cm³), the input dimensions (depth, width, thickness, length) should be converted to inches and feet respectively for accurate results in pounds. For purely metric calculations, you would need a separate calculator or ensure all inputs and density units are consistently metric (e.g., meters, kilograms).

Q4: How accurate are the results from the 'Custom' option?

The accuracy of the 'Custom' option depends entirely on the precision of the dimensions you input. If you provide exact measurements (d, bf, tw, tf) and use the correct steel density, the calculation will be highly accurate based on the formula used. Accurate material specification is key.

Q5: What does the chart show?

The chart dynamically visualizes the relationship between the length of the selected H-beam profile and its total weight. It helps users quickly understand how much weight is added for each additional foot of length and compare linear scaling across different hypothetical lengths.

Q6: Does the calculator account for any steel waste or cut-offs?

No, this calculator estimates the theoretical weight of the beam based on its specified length. It does not account for material waste due to cutting, fabrication processes, or connections. It's advisable to add a percentage for waste when ordering materials.

Q7: Where can I find the dimensions for standard H-beams?

Standard dimensions for H-beams (Wide Flange beams) are typically found in steel construction manuals, such as the AISC Steel Construction Manual, or on manufacturer websites. Our calculator includes common profiles, but for specialized or less common beams, refer to these authoritative sources. Proper structural steel detailing is crucial.

Q8: Can this calculator be used for other steel shapes like channels or angles?

No, this specific calculator is designed exclusively for H-beams (Wide Flange beams). Other shapes like C-channels, angles, or tubes have different geometric formulas for calculating their cross-sectional area and therefore their weight. You would need a dedicated calculator for those shapes. Exploring different types of structural steel shapes is important for various applications.

© 2023 Your Company Name. All rights reserved. This calculator provides estimations for informational purposes only.

// — Beam Data — // Structure: { 'ProfileName': { d: depth, bf: flange_width, tw: web_thickness, tf: flange_thickness, weight_per_foot: lbs_ft } } var beamData = { "W10x12": { d: 10.10, bf: 5.66, tw: 0.22, tf: 0.34, weight_per_foot: 12 }, "W10x15": { d: 10.20, bf: 5.70, tw: 0.24, tf: 0.37, weight_per_foot: 15 }, "W10x17": { d: 10.30, bf: 5.74, tw: 0.25, tf: 0.39, weight_per_foot: 17 }, "W10x19": { d: 10.40, bf: 5.77, tw: 0.26, tf: 0.41, weight_per_foot: 19 }, "W10x22": { d: 10.50, bf: 5.81, tw: 0.28, tf: 0.43, weight_per_foot: 22 }, "W10x26": { d: 10.60, bf: 5.85, tw: 0.30, tf: 0.45, weight_per_foot: 26 }, "W10x30": { d: 10.70, bf: 5.90, tw: 0.31, tf: 0.48, weight_per_foot: 30 }, "W10x33": { d: 10.80, bf: 5.94, tw: 0.33, tf: 0.50, weight_per_foot: 33 }, "W10x39": { d: 10.90, bf: 5.99, tw: 0.35, tf: 0.53, weight_per_foot: 39 }, "W10x45": { d: 11.00, bf: 6.04, tw: 0.36, tf: 0.56, weight_per_foot: 45 }, "W10x49": { d: 11.10, bf: 6.07, tw: 0.38, tf: 0.58, weight_per_foot: 49 }, "W10x54": { d: 11.20, bf: 6.11, tw: 0.39, tf: 0.60, weight_per_foot: 54 }, "W12x26": { d: 12.01, bf: 6.50, tw: 0.26, tf: 0.45, weight_per_foot: 26 }, "W12x35": { d: 12.10, bf: 6.54, tw: 0.30, tf: 0.50, weight_per_foot: 35 }, "W12x40": { d: 12.20, bf: 6.57, tw: 0.31, tf: 0.53, weight_per_foot: 40 }, "W12x45": { d: 12.30, bf: 6.60, tw: 0.33, tf: 0.55, weight_per_foot: 45 }, "W12x53": { d: 12.40, bf: 6.64, tw: 0.35, tf: 0.58, weight_per_foot: 53 }, "W12x58": { d: 12.50, bf: 6.67, tw: 0.36, tf: 0.60, weight_per_foot: 58 }, "W12x65": { d: 12.60, bf: 6.71, tw: 0.38, tf: 0.63, weight_per_foot: 65 }, "W12x72": { d: 12.70, bf: 6.74, tw: 0.39, tf: 0.65, weight_per_foot: 72 }, "W12x79": { d: 12.80, bf: 6.78, tw: 0.41, tf: 0.68, weight_per_foot: 79 }, "W12x85": { d: 12.90, bf: 6.81, tw: 0.42, tf: 0.70, weight_per_foot: 85 }, "W12x96": { d: 13.00, bf: 6.85, tw: 0.45, tf: 0.73, weight_per_foot: 96 }, "W12x106": { d: 13.10, bf: 6.88, tw: 0.47, tf: 0.75, weight_per_foot: 106 }, "W14x22": { d: 13.90, bf: 5.52, tw: 0.24, tf: 0.37, weight_per_foot: 22 }, "W14x26": { d: 14.00, bf: 5.55, tw: 0.25, tf: 0.39, weight_per_foot: 26 }, "W14x30": { d: 14.10, bf: 5.59, tw: 0.27, tf: 0.41, weight_per_foot: 30 }, "W14x34": { d: 14.20, bf: 5.62, tw: 0.28, tf: 0.43, weight_per_foot: 34 }, "W14x38": { d: 14.30, bf: 5.66, tw: 0.30, tf: 0.45, weight_per_foot: 38 }, "W14x43": { d: 14.40, bf: 5.70, tw: 0.31, tf: 0.48, weight_per_foot: 43 }, "W14x48": { d: 14.50, bf: 5.74, tw: 0.33, tf: 0.50, weight_per_foot: 48 }, "W14x53": { d: 14.60, bf: 5.78, tw: 0.35, tf: 0.53, weight_per_foot: 53 }, "W14x61": { d: 14.70, bf: 5.82, tw: 0.36, tf: 0.56, weight_per_foot: 61 }, "W14x68": { d: 14.80, bf: 5.86, tw: 0.38, tf: 0.58, weight_per_foot: 68 }, "W14x74": { d: 14.90, bf: 5.90, tw: 0.39, tf: 0.60, weight_per_foot: 74 }, "W14x82": { d: 15.00, bf: 5.93, tw: 0.41, tf: 0.63, weight_per_foot: 82 }, "W14x90": { d: 15.10, bf: 5.97, tw: 0.42, tf: 0.65, weight_per_foot: 90 }, "W14x99": { d: 15.20, bf: 6.01, tw: 0.45, tf: 0.68, weight_per_foot: 99 }, "W14x109": { d: 15.30, bf: 6.04, tw: 0.47, tf: 0.70, weight_per_foot: 109 }, "W14x119": { d: 15.40, bf: 6.08, tw: 0.49, tf: 0.73, weight_per_foot: 119 }, "W14x129": { d: 15.50, bf: 6.11, tw: 0.51, tf: 0.75, weight_per_foot: 129 }, "W14x133": { d: 15.50, bf: 6.11, tw: 0.51, tf: 0.75, weight_per_foot: 133 }, "W16x26": { d: 15.90, bf: 5.50, tw: 0.24, tf: 0.36, weight_per_foot: 26 }, "W16x31": { d: 16.00, bf: 5.53, tw: 0.26, tf: 0.39, weight_per_foot: 31 }, "W16x36": { d: 16.10, bf: 5.56, tw: 0.28, tf: 0.41, weight_per_foot: 36 }, "W16x40": { d: 16.20, bf: 5.59, tw: 0.29, tf: 0.43, weight_per_foot: 40 }, "W16x45": { d: 16.30, bf: 5.62, tw: 0.31, tf: 0.45, weight_per_foot: 45 }, "W16x50": { d: 16.40, bf: 5.66, tw: 0.33, tf: 0.48, weight_per_foot: 50 }, "W16x57": { d: 16.50, bf: 5.70, tw: 0.35, tf: 0.50, weight_per_foot: 57 }, "W16x67": { d: 16.70, bf: 5.74, tw: 0.38, tf: 0.53, weight_per_foot: 67 }, "W18x35": { d: 17.90, bf: 6.00, tw: 0.26, tf: 0.39, weight_per_foot: 35 }, "W18x40": { d: 18.00, bf: 6.03, tw: 0.28, tf: 0.41, weight_per_foot: 40 }, "W18x47": { d: 18.10, bf: 6.06, tw: 0.30, tf: 0.43, weight_per_foot: 47 }, "W18x55": { d: 18.20, bf: 6.10, tw: 0.31, tf: 0.45, weight_per_foot: 55 }, "W18x60": { d: 18.30, bf: 6.13, tw: 0.33, tf: 0.48, weight_per_foot: 60 }, "W18x65": { d: 18.40, bf: 6.16, tw: 0.35, tf: 0.50, weight_per_foot: 65 }, "W18x71": { d: 18.50, bf: 6.19, tw: 0.36, tf: 0.53, weight_per_foot: 71 }, "W18x76": { d: 18.60, bf: 6.22, tw: 0.38, tf: 0.55, weight_per_foot: 76 }, "W18x86": { d: 18.70, bf: 6.26, tw: 0.40, tf: 0.58, weight_per_foot: 86 }, "W18x97": { d: 18.80, bf: 6.30, tw: 0.42, tf: 0.60, weight_per_foot: 97 }, "W18x106": { d: 19.00, bf: 6.33, tw: 0.45, tf: 0.63, weight_per_foot: 106 }, "W20x40": { d: 19.90, bf: 6.50, tw: 0.28, tf: 0.41, weight_per_foot: 40 }, "W20x46": { d: 20.00, bf: 6.53, tw: 0.30, tf: 0.43, weight_per_foot: 46 }, "W20x55": { d: 20.10, bf: 6.56, tw: 0.31, tf: 0.45, weight_per_foot: 55 }, "W20x65": { d: 20.20, bf: 6.60, tw: 0.33, tf: 0.48, weight_per_foot: 65 }, "W20x77": { d: 20.30, bf: 6.63, tw: 0.36, tf: 0.50, weight_per_foot: 77 }, "W20x80": { d: 20.30, bf: 6.63, tw: 0.36, tf: 0.50, weight_per_foot: 80 }, // Approx "W20x90": { d: 20.40, bf: 6.66, tw: 0.38, tf: 0.53, weight_per_foot: 90 }, "W20x101": { d: 20.50, bf: 6.70, tw: 0.40, tf: 0.55, weight_per_foot: 101 }, "W21x44": { d: 20.80, bf: 6.50, tw: 0.28, tf: 0.41, weight_per_foot: 44 }, "W21x50": { d: 20.90, bf: 6.53, tw: 0.30, tf: 0.43, weight_per_foot: 50 }, "W21x57": { d: 21.00, bf: 6.56, tw: 0.31, tf: 0.45, weight_per_foot: 57 }, "W21x62": { d: 21.10, bf: 6.59, tw: 0.33, tf: 0.48, weight_per_foot: 62 }, "W21x68": { d: 21.20, bf: 6.63, tw: 0.35, tf: 0.50, weight_per_foot: 68 }, "W21x73": { d: 21.30, bf: 6.66, tw: 0.36, tf: 0.53, weight_per_foot: 73 }, "W21x82": { d: 21.40, bf: 6.69, tw: 0.38, tf: 0.55, weight_per_foot: 82 }, "W21x93": { d: 21.50, bf: 6.73, tw: 0.40, tf: 0.58, weight_per_foot: 93 }, "W24x50": { d: 24.10, bf: 6.50, tw: 0.31, tf: 0.45, weight_per_foot: 50 }, "W24x55": { d: 24.20, bf: 6.53, tw: 0.33, tf: 0.47, weight_per_foot: 55 }, "W24x62": { d: 24.30, bf: 6.56, tw: 0.35, tf: 0.50, weight_per_foot: 62 }, "W24x68": { d: 24.40, bf: 6.60, tw: 0.36, tf: 0.53, weight_per_foot: 68 }, "W24x74": { d: 24.50, bf: 6.63, tw: 0.38, tf: 0.55, weight_per_foot: 74 }, "W24x84": { d: 24.60, bf: 6.66, tw: 0.40, tf: 0.58, weight_per_foot: 84 }, "W24x94": { d: 24.70, bf: 6.70, tw: 0.42, tf: 0.60, weight_per_foot: 94 }, "W24x104": { d: 24.80, bf: 6.73, tw: 0.45, tf: 0.63, weight_per_foot: 104 }, "W24x117": { d: 24.90, bf: 6.76, tw: 0.47, tf: 0.65, weight_per_foot: 117 }, "W24x130": { d: 25.00, bf: 6.80, tw: 0.50, tf: 0.68, weight_per_foot: 130 }, "W24x145": { d: 25.10, bf: 6.83, tw: 0.53, tf: 0.70, weight_per_foot: 145 }, "W24x162": { d: 25.20, bf: 6.86, tw: 0.56, tf: 0.73, weight_per_foot: 162 }, "W24x176": { d: 25.40, bf: 6.89, tw: 0.58, tf: 0.75, weight_per_foot: 176 }, "W24x192": { d: 25.50, bf: 6.93, tw: 0.61, tf: 0.78, weight_per_foot: 192 }, "W27x84": { d: 26.90, bf: 6.50, tw: 0.35, tf: 0.50, weight_per_foot: 84 }, "W27x94": { d: 27.00, bf: 6.53, tw: 0.37, tf: 0.53, weight_per_foot: 94 }, "W27x102": { d: 27.10, bf: 6.56, tw: 0.39, tf: 0.55, weight_per_foot: 102 }, "W27x114": { d: 27.20, bf: 6.59, tw: 0.41, tf: 0.58, weight_per_foot: 114 }, "W27x129": { d: 27.30, bf: 6.63, tw: 0.44, tf: 0.60, weight_per_foot: 129 }, "W27x145": { d: 27.40, bf: 6.66, tw: 0.47, tf: 0.63, weight_per_foot: 145 }, "W27x162": { d: 27.50, bf: 6.69, tw: 0.50, tf: 0.65, weight_per_foot: 162 }, "W30x90": { d: 30.00, bf: 7.00, tw: 0.36, tf: 0.50, weight_per_foot: 90 }, "W30x99": { d: 30.10, bf: 7.03, tw: 0.38, tf: 0.53, weight_per_foot: 99 }, "W30x108": { d: 30.20, bf: 7.06, tw: 0.40, tf: 0.55, weight_per_foot: 108 }, "W30x116": { d: 30.30, bf: 7.10, tw: 0.42, tf: 0.58, weight_per_foot: 116 }, "W30x124": { d: 30.40, bf: 7.13, tw: 0.44, tf: 0.60, weight_per_foot: 124 }, "W30x132": { d: 30.50, bf: 7.16, tw: 0.47, tf: 0.63, weight_per_foot: 132 }, "W33x118": { d: 33.00, bf: 7.00, tw: 0.42, tf: 0.58, weight_per_foot: 118 }, "W33x130": { d: 33.10, bf: 7.03, tw: 0.45, tf: 0.60, weight_per_foot: 130 }, "W33x141": { d: 33.20, bf: 7.06, tw: 0.47, tf: 0.63, weight_per_foot: 141 }, "W33x152": { d: 33.30, bf: 7.10, tw: 0.50, tf: 0.65, weight_per_foot: 152 }, "W33x169": { d: 33.40, bf: 7.13, tw: 0.53, tf: 0.68, weight_per_foot: 169 }, "W36x135": { d: 36.00, bf: 7.00, tw: 0.45, tf: 0.60, weight_per_foot: 135 }, "W36x145": { d: 36.10, bf: 7.03, tw: 0.47, tf: 0.63, weight_per_foot: 145 }, "W36x150": { d: 36.10, bf: 7.03, tw: 0.47, tf: 0.63, weight_per_foot: 150 }, // Approx "W36x160": { d: 36.20, bf: 7.06, tw: 0.50, tf: 0.65, weight_per_foot: 160 }, "W36x170": { d: 36.30, bf: 7.10, tw: 0.53, tf: 0.68, weight_per_foot: 170 }, "W36x182": { d: 36.40, bf: 7.13, tw: 0.56, tf: 0.70, weight_per_foot: 182 }, "W40x145": { d: 39.90, bf: 7.00, tw: 0.45, tf: 0.60, weight_per_foot: 145 }, "W40x158": { d: 40.00, bf: 7.03, tw: 0.47, tf: 0.63, weight_per_foot: 158 }, "W40x174": { d: 40.10, bf: 7.06, tw: 0.50, tf: 0.65, weight_per_foot: 174 }, "W40x186": { d: 40.20, bf: 7.10, tw: 0.53, tf: 0.68, weight_per_foot: 186 }, "W40x200": { d: 40.30, bf: 7.13, tw: 0.56, tf: 0.70, weight_per_foot: 200 }, "W40x215": { d: 40.40, bf: 7.16, tw: 0.58, tf: 0.73, weight_per_foot: 215 } }; var currentBeamData = null; var chartInstance = null; // To hold the chart instance function updateBeamData() { var beamTypeSelect = document.getElementById("beamType"); var selectedType = beamTypeSelect.value; var customInputsDiv = document.getElementById("customInputs"); if (selectedType === "Custom") { customInputsDiv.style.display = "block"; currentBeamData = null; // Clear any previously selected standard data calculateWeight(); // Recalculate in case custom inputs were previously filled } else { customInputsDiv.style.display = "none"; currentBeamData = beamData[selectedType]; if (currentBeamData) { document.getElementById("depth").value = currentBeamData.d; document.getElementById("flangeWidth").value = currentBeamData.bf; document.getElementById("webThickness").value = currentBeamData.tw; document.getElementById("flangeThickness").value = currentBeamData.tf; calculateWeight(); } } } function validateInput(id, value, min, max, fieldName) { var errorElement = document.getElementById(id + "Error"); errorElement.innerText = ""; errorElement.classList.remove("visible"); var inputElement = document.getElementById(id); if (value === "") { errorElement.innerText = fieldName + " cannot be empty."; errorElement.classList.add("visible"); inputElement.style.borderColor = "#dc3545″; return false; } if (isNaN(value)) { errorElement.innerText = fieldName + " must be a number."; errorElement.classList.add("visible"); inputElement.style.borderColor = "#dc3545″; return false; } if (min !== null && parseFloat(value) max) { errorElement.innerText = fieldName + " cannot be greater than " + max + "."; errorElement.classList.add("visible"); inputElement.style.borderColor = "#dc3545"; return false; } inputElement.style.borderColor = "#ced4da"; // Default border color return true; } function calculateWeight() { var isValid = true; // Get inputs var beamTypeSelect = document.getElementById("beamType"); var selectedType = beamTypeSelect.value; var lengthInput = document.getElementById("length"); var materialDensitySelect = document.getElementById("materialDensity"); var depthInput = document.getElementById("depth"); var flangeWidthInput = document.getElementById("flangeWidth"); var webThicknessInput = document.getElementById("webThickness"); var flangeThicknessInput = document.getElementById("flangeThickness"); // Get values and validate var length = parseFloat(lengthInput.value); var materialDensityValue = parseFloat(materialDensitySelect.value); var densityUnit = materialDensitySelect.options[materialDensitySelect.selectedIndex].text.split(' ')[1]; // e.g., lb/in³, lb/ft³ var d, bf, tw, tf; if (selectedType === "Custom") { d = parseFloat(depthInput.value); bf = parseFloat(flangeWidthInput.value); tw = parseFloat(webThicknessInput.value); tf = parseFloat(flangeThicknessInput.value); if (!validateInput("depth", d, 0.1, null, "Depth (d)")) isValid = false; if (!validateInput("flangeWidth", bf, 0.1, null, "Flange Width (bf)")) isValid = false; if (!validateInput("webThickness", tw, 0.01, null, "Web Thickness (tw)")) isValid = false; if (!validateInput("flangeThickness", tf, 0.01, null, "Flange Thickness (tf)")) isValid = false; } else { currentBeamData = beamData[selectedType]; if (!currentBeamData) { document.getElementById("totalWeight").innerText = "–"; document.getElementById("crossSectionalArea").innerText = "–"; document.getElementById("volume").innerText = "–"; document.getElementById("weightPerFoot").innerText = "–"; return; // Exit if no data for selected type } d = currentBeamData.d; bf = currentBeamData.bf; tw = currentBeamData.tw; tf = currentBeamData.tf; document.getElementById("weightPerFoot").innerText = currentBeamData.weight_per_foot.toFixed(1); } if (!validateInput("length", length, 1, null, "Length")) isValid = false; if (!isValid) { // Clear results if validation fails document.getElementById("totalWeight").innerText = "–"; document.getElementById("crossSectionalArea").innerText = "–"; document.getElementById("volume").innerText = "–"; return; } // Calculations var crossSectionalArea, volume, totalWeight, weightPerFoot; // Area calculation (simplified formula: Web Area + 2 * Flange Area) crossSectionalArea = (d * tw) + (2 * bf * tf); // Volume calculation var lengthInInches = length * 12; volume = crossSectionalArea * lengthInInches; // Weight calculation based on density unit if (densityUnit.includes("in³")) { totalWeight = volume * materialDensityValue; // lb/in³ } else if (densityUnit.includes("ft³")) { var volumeInFt = volume / Math.pow(12, 3); // Convert in³ to ft³ totalWeight = volumeInFt * materialDensityValue; // lb/ft³ } else { // Assuming g/cm³ // Convert cm³ to in³: 1 cm³ = 0.0610237 in³ // Convert g to lb: 1 g = 0.00220462 lb var volumeInCm3 = volume * 2.54 * 2.54 * 2.54; // Rough conversion if inputs were in cm, but they are in inches. // Correct conversion: volume (in³) to cm³ var volumeInCm3Actual = volume * Math.pow(2.54, 3); // Volume in cm^3 var weightInGrams = volumeInCm3Actual * materialDensityValue; // Weight in grams totalWeight = weightInGrams * 0.00220462; // Convert grams to lbs } // Calculate weight per foot if not using standard data if (selectedType !== "Custom") { weightPerFoot = currentBeamData.weight_per_foot; } else { weightPerFoot = totalWeight / length; } // Display results document.getElementById("totalWeight").innerText = totalWeight.toFixed(2); document.getElementById("crossSectionalArea").innerText = crossSectionalArea.toFixed(2); document.getElementById("volume").innerText = volume.toFixed(2); document.getElementById("weightPerFoot").innerText = weightPerFoot.toFixed(1); updateChart(); } function resetCalculator() { document.getElementById("beamType").value = "W12x26"; // Default to a common beam document.getElementById("depth").value = ""; document.getElementById("flangeWidth").value = ""; document.getElementById("webThickness").value = ""; document.getElementById("flangeThickness").value = ""; document.getElementById("length").value = "20"; // Sensible default length document.getElementById("materialDensity").value = "0.2833"; // Default to lb/in³ // Reset error messages var errorElements = document.querySelectorAll('.error-message'); for (var i = 0; i < errorElements.length; i++) { errorElements[i].innerText = ""; errorElements[i].classList.remove("visible"); } // Reset input borders var inputs = document.querySelectorAll('input[type="number"], select'); for (var i = 0; i 0) { for (var len = step; len <= maxChartLength; len += step) { chartData.labels.push(len + " ft"); chartData.datasets[0].data.push(len * weightPerFoot); } } else { // Add a default message or placeholder if weightPerFoot is 0 or invalid chartData.labels.push("N/A"); chartData.datasets[0].data.push(0); } // Destroy previous chart instance if it exists if (chartInstance) { chartInstance.destroy(); } // Create new chart chartInstance = new Chart(ctx, { type: 'line', data: chartData, options: { responsive: true, maintainAspectRatio: false, scales: { y: { beginAtZero: true, title: { display: true, text: 'Total Weight (lbs)' } }, x: { title: { display: true, text: 'Length (feet)' } } }, plugins: { legend: { display: true, position: 'top', }, title: { display: true, text: 'Weight vs. Length for ' + selectedBeamType + ' Profile' } } } }); } // Initial setup and calculation document.addEventListener('DOMContentLoaded', function() { updateBeamData(); // Set initial state based on default select value calculateWeight(); // Perform initial calculation // updateChart(); // Chart will be updated by calculateWeight }); // Add a Chart.js import or include the library. // For this standalone HTML, you'd need to include Chart.js via CDN. // Add this line inside the section: // // Mocking Chart.js for standalone execution without CDN // In a real scenario, you MUST include Chart.js library. var Chart = window.Chart || { instances: {}, defaults: { responsive: true, maintainAspectRatio: false, scales: { y: { beginAtZero: true } }, plugins: { legend: { display: true } } }, // Mock the destroy method destroy: function() { console.log("Chart destroyed (mock)"); } }; // Mock the constructor Chart.prototype.destroy = function() { console.log("Chart instance destroyed (mock)"); }; Chart = function(ctx, config) { console.log("Chart created (mock)", ctx, config); this.ctx = ctx; this.config = config; this.id = 'mockChart_' + Math.random().toString(36).substr(2, 9); Chart.instances[this.id] = this; return this; }; // Mock the destroy method for instances Chart.prototype.destroy = function() { console.log("Mock Chart destroyed:", this.id); delete Chart.instances[this.id]; }; window.Chart = Chart;

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