US Steel Weight Calculator — Weight Tables and Formulas

Complete guide to calculating steel weight for US structural shapes. Covers weight calculation formulas for W-shapes, HSS (rectangular and round), angles, channels, plates, and bars. Includes weight tables for the most commonly specified sections, material takeoff estimation methods, and the relationship between weight and structural properties per the AISC 16th Edition Steel Construction Manual.

Related pages: AISC Steel Manual | AISC 360-22 Code Notes | US Beam Design | Steel Weight Calculator | US Steel Beam Sizes | HSS Section Properties


Steel Weight Calculation Basics

The weight of a steel member is calculated from its cross-sectional area and length:

Weight = Area _ Length _ Density

For structural steel:

The AISC Steel Construction Manual provides weight per foot (W) for all standard shapes. This is the nominal weight based on the nominal cross-sectional area. Actual mill weight may vary within ASTM A6 tolerance (typically +/- 2.5% for W-shapes).

Quick Formula

For any shape with known area A (in^2): Weight (lb/ft) = A * 3.40

For a W18x35 with A = 10.3 in^2: W = 10.3 * 3.40 = 35.0 lb/ft (matches the nominal designation)

W-Shape Weight Tables

W-shapes (Wide Flange) are the most commonly used structural steel shapes in US construction. The designation W18x35 means a W-shape with a nominal depth of 18 inches and a weight of 35 pounds per linear foot.

Common W-Shapes — Weight and Properties

Designation Weight (lb/ft) Depth (in) Width (in) Area (in^2) Ix (in^4) Sx (in^3)
W8x10 10 7.89 3.94 2.96 30.8 7.81
W8x18 18 8.14 5.25 5.26 61.9 15.2
W8x31 31 8.00 7.99 9.13 110 27.5
W10x12 12 9.87 3.96 3.54 53.8 10.9
W10x22 22 10.17 5.75 6.49 118 23.2
W10x49 49 9.98 10.00 14.4 272 54.6
W12x14 14 11.91 3.97 4.16 88.6 14.9
W12x26 26 12.22 6.49 7.65 204 33.4
W12x53 53 12.06 9.99 15.6 425 70.6
W14x22 22 13.74 5.00 6.49 199 29.0
W14x43 43 13.66 7.99 12.6 428 62.6
W14x82 82 14.31 10.13 24.0 882 123
W14x120 120 14.48 14.67 35.3 1,380 190
W16x26 26 15.69 5.50 7.68 301 38.4
W16x40 40 16.01 6.99 11.8 518 64.7
W16x77 77 16.52 10.29 22.6 1,110 134
W18x35 35 17.70 6.00 10.3 510 57.6
W18x50 50 17.99 7.50 14.7 800 88.9
W18x76 76 18.21 11.04 22.3 1,330 146
W21x44 44 20.66 6.50 13.0 843 81.6
W21x68 68 21.13 8.27 20.0 1,480 140
W24x55 55 23.57 7.01 16.2 1,350 114
W24x84 84 24.10 9.02 24.7 2,370 196
W27x84 84 26.71 9.96 24.8 2,850 213
W30x90 90 29.53 10.40 26.5 3,610 245
W36x135 135 35.55 11.95 39.7 7,800 439

Tip: The number after "x" in the designation is the nominal weight in pounds per foot. A W18x35 weighs 35 lb/ft, a W14x82 weighs 82 lb/ft, etc.

Weight Estimation for Preliminary Design

For preliminary sizing, use these rules of thumb:

Span Range (ft) Typical Beam Weight Typical Section
10-15 15-26 lb/ft W10x12 to W12x26
15-25 26-50 lb/ft W16x26 to W18x50
25-35 50-76 lb/ft W18x50 to W24x68
35-50 76-120 lb/ft W24x76 to W30x108

For columns, weight depends on height, load, and K-factor:

Typical Load Range (kips) Typical Column Weight Typical Section
100-300 31-53 lb/ft W8x31 to W10x49
300-600 53-100 lb/ft W10x49 to W14x90
600-1000 100-158 lb/ft W14x90 to W14x158
1000-2000 158-233 lb/ft W14x158 to W14x233

HSS Weight Tables

Hollow Structural Sections (HSS) are available in rectangular, square, and round profiles per ASTM A500 Grade C (Fy = 50 ksi) or ASTM A1085 (Fy = 50 ksi, tighter tolerances).

Rectangular HSS — Common Sizes

Designation Weight (lb/ft) Width (in) Depth (in) Wall (in) Area (in^2)
HSS6x4x1/4 15.6 4.00 6.00 0.233 4.59
HSS6x6x1/4 18.3 6.00 6.00 0.233 5.38
HSS8x4x1/4 19.0 4.00 8.00 0.233 5.58
HSS8x6x5/16 27.2 6.00 8.00 0.291 8.00
HSS8x8x3/8 35.4 8.00 8.00 0.349 10.4
HSS10x6x3/8 36.4 6.00 10.00 0.349 10.7
HSS10x10x3/8 43.4 10.00 10.00 0.349 12.7
HSS12x6x3/8 41.4 6.00 12.00 0.349 12.2
HSS12x8x1/2 62.3 8.00 12.00 0.465 18.3
HSS12x12x1/2 68.2 12.00 12.00 0.465 20.0
HSS14x10x1/2 73.4 10.00 14.00 0.465 21.6
HSS16x12x5/8 103 12.00 16.00 0.581 30.4

Round HSS — Common Sizes

Designation Weight (lb/ft) Diameter (in) Wall (in) Area (in^2)
HSS4.000x0.250 9.42 4.00 0.250 2.77
HSS6.000x0.250 14.5 6.00 0.250 4.27
HSS6.625x0.375 24.2 6.625 0.375 7.12
HSS8.625x0.375 32.4 8.625 0.375 9.53
HSS10.750x0.375 41.3 10.750 0.375 12.1
HSS12.750x0.375 49.6 12.750 0.375 14.6
HSS16.000x0.500 82.8 16.000 0.500 24.4

HSS Weight Formula

For rectangular HSS with width b, depth d, and wall thickness t: Weight (lb/ft) = [2*(b + d) - 4*t] _ t _ 3.40

For round HSS with outside diameter D and wall thickness t: Weight (lb/ft) = pi _ (D - t) _ t * 3.40

Angle Weight Tables

Single angles (L-shapes) are specified by leg lengths and thickness. Equal-leg angles have the same leg length; unequal-leg angles have different lengths.

Equal-Leg Angles — Common Sizes

Designation Weight (lb/ft) Leg (in) Thickness (in) Area (in^2)
L2x2x1/8 1.65 2 0.125 0.484
L3x3x1/4 4.90 3 0.250 1.44
L4x4x3/8 9.40 4 0.375 2.76
L5x5x3/8 12.0 5 0.375 3.53
L6x6x1/2 19.6 6 0.500 5.75
L8x8x5/8 31.4 8 0.625 9.23

Unequal-Leg Angles — Common Sizes

Designation Weight (lb/ft) Long Leg (in) Short Leg (in) Thickness (in)
L3x2x3/16 3.07 3 2 0.188
L4x3x1/4 5.80 4 3 0.250
L6x4x3/8 12.3 6 4 0.375
L8x4x1/2 19.6 8 4 0.500
L8x6x1/2 23.0 8 6 0.500

Channel Weight Tables

C-shapes (American Standard Channels) and MC-shapes (Miscellaneous Channels) are used for bracing, lintels, and secondary framing.

American Standard Channels — Common Sizes

Designation Weight (lb/ft) Depth (in) Width (in) Area (in^2)
C6x8.2 8.2 6.00 2.03 2.40
C8x11.5 11.5 8.00 2.26 3.38
C10x15.3 15.3 10.00 2.60 4.49
C12x20.7 20.7 12.00 2.94 6.09
C15x33.9 33.9 15.00 3.40 10.0

Plate and Bar Weight

For flat plates and bars, weight is calculated from the cross-sectional area:

Weight (lb/ft) = Width (in) _ Thickness (in) _ 3.40

Common Plate Weights

Size (in) Weight (lb/ft) Weight (lb/ft^2)
1/4" plate 10.2 per ft width 10.2
3/8" plate 15.3 per ft width 15.3
1/2" plate 20.4 per ft width 20.4
5/8" plate 25.5 per ft width 25.5
3/4" plate 30.6 per ft width 30.6
1" plate 40.8 per ft width 40.8

For a 3/4" plate 12 inches wide and 10 feet long: Weight = 0.75 _ 12 _ 3.40 _ 10 / 12 = 30.6 _ 10 = 306 lb

Common Bar Weights

Size (in) Weight (lb/ft)
1/2" round 0.668
3/4" round 1.50
1" round 2.67
1/2" square 0.850
3/4" square 1.91
1" square 3.40
1/4 x 2 flat 1.70
3/8 x 3 flat 3.83
1/2 x 4 flat 6.80

Material Takeoff Estimation

For budgeting and procurement, steel weight is estimated at the project level using these methods:

Method 1 — Framing Plan Takeoff

Count all beams, columns, and braces from the structural drawings. Multiply each member length by its weight per foot. Add 3-5% for connection material (plates, bolts, weld metal) and 1-2% for misclosures and waste.

Method 2 — Weight per Square Foot

For preliminary estimates, use weight per square foot of floor area:

Building Type Steel Weight (psf of floor area)
Office building (low-rise, 2-4 stories) 8-12
Office building (mid-rise, 5-10 stories) 12-18
Office building (high-rise, 10-30 stories) 18-30
Warehouse (clear span, 1 story) 4-8
Parking garage (open frame) 6-10
Industrial building (crane supported) 12-20
School or hospital 10-15

For a 5-story office building with 20,000 sf per floor (100,000 sf total) at 15 psf: Estimated steel = 100,000 * 15 = 1,500,000 lb = 750 tons

Method 3 — Percentage of Structural Cost

Steel weight can also be estimated as a percentage of the total structural cost. For typical US commercial construction, steel represents 15-25% of total construction cost, and structural steel framing represents 25-35% of the steel cost.

Calculator

Calculate the weight of any steel section instantly with our free calculator. Enter a W-shape, HSS, angle, channel, plate, or bar to get weight per foot, total weight for a given length, and material cost estimate.

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FAQ

Q: How much does a W10x49 weigh per foot? A: A W10x49 weighs 49 pounds per linear foot. The number after the "x" in a W-shape designation is always the nominal weight in pounds per foot. For a 20-foot long W10x49: total weight = 49 * 20 = 980 lb = 0.49 tons.

Q: What is the weight of steel per cubic inch? A: Steel weighs 0.2833 lb/in^3 (490 lb/ft^3 or 7,850 kg/m^3). This is the density of carbon and low-alloy structural steels. Stainless steel is heavier at approximately 0.289 lb/in^3 (501 lb/ft^3). Aluminum is much lighter at 0.098 lb/in^3 (169 lb/ft^3).

Q: How do I calculate the weight of an HSS? A: For rectangular HSS: Weight = [2*(b + d) - 4*t] _ t _ 3.40 lb/ft, where b = width, d = depth, t = wall thickness (all in inches). For round HSS: Weight = pi _ (D - t) _ t * 3.40 lb/ft, where D = outside diameter. The AISC Manual provides tabulated weights for all standard HSS sizes.

Q: What is the difference between nominal weight and actual weight? A: Nominal weight is calculated from the nominal cross-sectional dimensions listed in the AISC Manual. Actual weight is measured by the mill and may vary by +/- 2.5% (per ASTM A6 tolerance for W-shapes). For material procurement and cost estimation, always use the nominal weight. For lifting and rigging plans, use the actual mill weight (or add 3% to nominal for a conservative estimate).

Q: How much does structural steel cost per pound? A: In 2024-2026, fabricated structural steel in the US typically costs $1.50-$3.50 per pound installed (including material, fabrication, delivery, and erection). Raw steel (mill price) is approximately $0.40-$0.80 per pound. The wide range depends on project size, complexity, location, market conditions, and the mix of shapes required. Heavy sections (W14 and larger) cost less per pound than lighter sections due to fabrication efficiency.


Related: US Beam Design Guide | US Column Design Guide | AISC Steel Manual | HSS Section Properties | Steel Weight Calculator | Beam Capacity Calculator