Steel Density Table — Weight per Unit Volume Reference

Steel density is a fundamental property used in dead load calculations, weight estimates, and material takeoffs. Structural carbon steel has a density of 490 lb/ft^3 (7,850 kg/m^3). This page provides density values by steel grade, weight-per-length tables for common shapes, unit conversions, and worked examples.

Structural steel density

Property Imperial Metric
Density 490 lb/ft^3 7,850 kg/m^3
Unit weight 490 pcf 76.97 kN/m^3
Density (alternative) 0.2836 lb/in^3 7.85 g/cm^3

This value applies to all common structural carbon steels: ASTM A36, A572, A992, A500, A53, A913, and their international equivalents (AS/NZS 3678/3679, EN 10025 S235/S275/S355). Alloy composition variations have negligible effect on density -- all structural steels are within 0.5% of 490 pcf.

Density by steel grade

Carbon steel grades

Despite differences in yield strength, all carbon steel grades share the same density of 490 lb/ft^3 (7,850 kg/m^3). Density is determined by the iron crystal structure, not by alloying or heat treatment.

Grade Fy (ksi) Fu (ksi) Density (lb/ft^3) Density (kg/m^3) E (ksi) E (GPa) Therm. Exp. (10^-6/deg F) Therm. Exp. (10^-6/deg C)
A36 36 58 490 7,850 29,000 200 6.5 11.7
A572 Gr 42 42 60 490 7,850 29,000 200 6.5 11.7
A572 Gr 50 50 65 490 7,850 29,000 200 6.5 11.7
A572 Gr 65 65 80 490 7,850 29,000 200 6.5 11.7
A992 50 65 490 7,850 29,000 200 6.5 11.7
A500 Gr B 46/42 58 490 7,850 29,000 200 6.5 11.7
A500 Gr C 50/46 62 490 7,850 29,000 200 6.5 11.7

High-strength steel grades

High-strength low-alloy and quenched-and-tempered steels share the same density. Alloying elements (Cr, Ni, Mo, V) are present in small enough quantities that density remains 490 lb/ft^3.

Grade Fy (ksi) Fu (ksi) Density (lb/ft^3) Density (kg/m^3) E (ksi) E (GPa) Therm. Exp. (10^-6/deg F) Therm. Exp. (10^-6/deg C)
A913 Gr 65 65 80 490 7,850 29,000 200 6.5 11.7
A913 Gr 70 70 90 490 7,850 29,000 200 6.5 11.7
A514 100 110 490 7,850 29,000 200 6.2 11.2

Stainless steel grades

Stainless steels are approximately 2% denser than carbon steel due to higher chromium and nickel content.

Grade Fy (ksi) Fu (ksi) Density (lb/ft^3) Density (kg/m^3) E (ksi) E (GPa) Therm. Exp. (10^-6/deg F) Therm. Exp. (10^-6/deg C)
304 30 75 500 8,000 28,000 193 9.6 17.3
316 30 75 500 8,000 28,000 193 8.9 16.0
316L 25 70 500 8,000 28,000 193 8.9 16.0

Weathering steel grades

Weathering steels develop a protective oxide patina and have the same density as standard carbon steel.

Grade Fy (ksi) Fu (ksi) Density (lb/ft^3) Density (kg/m^3) E (ksi) E (GPa) Therm. Exp. (10^-6/deg F) Therm. Exp. (10^-6/deg C)
A588 50 70 490 7,850 29,000 200 6.5 11.7
A847 50 70 490 7,850 29,000 200 6.5 11.7
Cor-ten 50 70 490 7,850 29,000 200 6.5 11.7

Density of related structural materials

Material lb/ft^3 kg/m^3 kN/m^3 Notes
Carbon steel (structural) 490 7,850 76.97 A36, A992, A572, etc.
Stainless steel (304/316) 500 8,000 78.5 Higher due to chromium/nickel
Aluminum (6061-T6) 169 2,710 26.6 ~1/3 of steel
Normal-weight concrete 150 2,400 23.5 ASCE 7 default
Lightweight concrete 110 1,760 17.3 Expanded shale/clay aggregate
Wood (Douglas Fir) 34 545 5.3 Air-dry, ~12% MC
Masonry (CMU, grouted) 135 2,160 21.2 Fully grouted
Water 62.4 1,000 9.81 For ponding and tank loads

Weight per linear foot for common steel shapes

W-shapes (wide-flange)

The designation tells you the weight directly. A W16x40 is a wide-flange section nominally 16 in deep, weighing 40 lb/ft (59.5 kg/m). For any shape, the quick formula is:

Weight (lb/ft) = Area (in^2) x 3.4

Derived from: 490 lb/ft^3 / 144 in^2/ft^2 = 3.403, rounded to 3.4.

Designation Weight (lb/ft) Weight (kg/m) Area (in^2)
W8x31 31 46.1 9.12
W12x65 65 96.7 19.1
W16x89 89 132 26.2
W21x132 132 196 38.8
W24x176 176 262 51.8
W30x235 235 350 69.1
W36x487 487 724 143

HSS (hollow structural sections)

Round HSS formula: Weight (lb/ft) = pi x (OD - t) x t x 3.4, where OD = outside diameter (in), t = wall thickness (in).

Designation Weight (lb/ft) Weight (kg/m) Area (in^2)
HSS6x6x3/8 27.5 40.9 8.11
HSS8x8x1/2 48.8 72.6 14.4
HSS12x12x1/2 75.1 112 22.1

Plate steel weight

Weight (lb/ft^2) = thickness (in) x 40.8
Plate Thickness Weight (lb/ft^2) Weight (kg/m^2)
1/4" 10.2 49.8
3/8" 15.3 74.7
1/2" 20.4 99.6
3/4" 30.6 149.4
1" 40.8 199.2
2" 81.6 398.4
4" 163 796.8

Total plate weight formula: Weight (lb) = L (in) x W (in) x t (in) x 490 / 1728

Steel weight for dead load calculations

In dead load calculations, the self-weight of steel framing is typically estimated as:

Framing Type Estimated Weight
Light steel framing (residential) 5-8 psf
Steel floor framing (office) 8-12 psf
Heavy steel framing (industrial) 12-20 psf
Steel roof framing (simple) 3-6 psf
Steel roof framing (long span) 6-12 psf
Metal deck (1.5" composite) 2-3 psf (deck only)
Metal deck + concrete (3.25" LW) 40-45 psf

These are preliminary estimates for initial sizing. Final dead loads must be calculated from actual member sizes.

Unit conversion reference

From To Multiply by Example
lb/ft^3 kg/m^3 16.018 490 pcf x 16.018 = 7,849 kg/m^3
kg/m^3 lb/ft^3 0.06243 7,850 kg/m^3 x 0.06243 = 490 pcf
lb/ft^3 kN/m^3 0.1571 490 pcf x 0.1571 = 76.97 kN/m^3
lb/ft kg/m 1.488 40 lb/ft x 1.488 = 59.5 kg/m
kg/m lb/ft 0.6720 59.5 kg/m x 0.672 = 40.0 lb/ft
in^2 mm^2 645.2 10 in^2 x 645.2 = 6,452 mm^2
ft^2 m^2 0.09290 100 ft^2 x 0.0929 = 9.29 m^2
ksi MPa 6.895 50 ksi x 6.895 = 345 MPa
MPa ksi 0.1450 345 MPa x 0.145 = 50.0 ksi
psf kPa 0.04788 100 psf x 0.04788 = 4.788 kPa

Density across design codes

Steel density is a material property, not a code-dependent value. Carbon structural steel is 7850 kg/m^3 (490 lb/ft^3) regardless of the design standard:

What differs between codes is how density feeds into load combinations and safety factors -- not the fundamental material property itself.

Common mistakes

  1. Using 480 lb/ft^3 for steel. Some older references use 480 pcf. The AISC-accepted value is 490 pcf (7,850 kg/m^3).

  2. Confusing density with unit weight. Density is mass per volume (kg/m^3). Unit weight is force per volume (kN/m^3 or pcf). In US practice, "density" in pcf is actually unit weight (since 1 lb-mass weighs 1 lb-force at standard gravity).

  3. Not including connection weight. Connections typically add 5-15% to the steel member weight. For material takeoffs, a connection allowance of 10% is common.

  4. Using normal-weight concrete density for lightweight concrete. Lightweight concrete is 110 pcf vs. 150 pcf for normal-weight. Using the wrong value significantly affects dead load calculations.

  5. Forgetting fireproofing weight. Spray-applied fireproofing adds 1-3 psf depending on the required thickness and rating.

Frequently asked questions

What is the density of structural steel? 490 lb/ft^3 (7,850 kg/m^3). This applies to all common structural carbon steels (A36, A992, A572, etc.) and varies by less than 0.5% across grades.

How do I calculate the weight of a steel plate? Weight (lb) = length (in) x width (in) x thickness (in) x 490 / 1728. Or use the quick formula: weight per square foot = thickness (in) x 40.8 lb/ft^2.

What is the difference between density and unit weight? Density is mass per unit volume (kg/m^3). Unit weight (or specific weight) is weight per unit volume (kN/m^3 or pcf). In US customary units, the numerical values are the same because 1 lbm = 1 lbf at standard gravity.

Does steel density change with grade or strength? No. All carbon structural steels, from A36 (Fy = 36 ksi) to A514 (Fy = 100 ksi), have the same density of 490 lb/ft^3 (7,850 kg/m^3). The strength difference comes from alloying and heat treatment, which affect microstructure but not overall density. Stainless steels (304, 316) are slightly denser at approximately 500 lb/ft^3 (8,000 kg/m^3).

How much weight should I add for connections? A common rule of thumb is to add 10% to the raw member weight to account for connection material (gusset plates, clip angles, bolts, weld metal). For heavily braced structures this may be 12-15%; for simple connections, 5-8% may suffice.

Why do some references use 480 pcf instead of 490 pcf? Older editions of some design manuals used 480 pcf as a rounded estimate. The current AISC-accepted value is 490 pcf (7,850 kg/m^3). Using 490 pcf adds approximately 2% to weight estimates compared to 480 pcf.

Density by alloy — carbon, stainless, aluminum, and copper

Different steel alloys and competing metals have distinct densities that affect weight calculations, dead load estimates, and material selection.

Steel and metal alloy density table

Material Density (lb/ft^3) Density (kg/m^3) Typical Use
Carbon steel (A36, A992) 490 7,850 Structural framing, plates, shapes
Stainless steel (304) 499 8,000 Architectural, corrosion-resistant
Stainless steel (316) 501 8,030 Marine, chemical exposure
Stainless steel (duplex 2205) 502 7,820 High-strength, corrosive environments
Weathering steel (A588) 490 7,850 Exposed structures, bridges
Tool steel (D2) 487 7,800 Tooling, dies (not structural)
Cast iron (gray) 454 7,280 Historic structures, machinery bases
Aluminum (6061-T6) 169 2,710 Curtain wall, lightweight structures
Aluminum (6063-T5) 169 2,710 Architectural extrusions
Copper 559 8,960 Roofing, flashing, electrical
Brass 528 8,460 Hardware, fittings
Titanium (Gr 2) 282 4,510 Specialty, high-performance

Unit weight calculation example

Calculate the weight of a 10 ft long W16x36 beam:

Weight = density x volume
Volume = A x L = 10.6 in^2 x (10 x 12) in = 1,272 in^3
Density = 490 lb/ft^3 = 0.2836 lb/in^3

Weight = 0.2836 x 1,272 = 360.7 lb

Cross-check: W16x36 = 36 lb/ft x 10 ft = 360 lb (matches within rounding).

Weight estimation formulas for common shapes

Shape Weight Formula Where
Round bar W (lb/ft) = 0.2836 x pi/4 x d^2 d = diameter (in.)
Square bar W (lb/ft) = 0.2836 x a^2 a = side (in.)
Flat plate W (lb/ft^2) = 0.2836 x 12 x t = 3.403 x t t = thickness (in.)
Plate per sq ft per gauge W (psf) = 40.84 x t (in.) Quick rule: 10 ga = 5.36 psf
HSS round W (lb/ft) = 0.2836 x pi x (OD - t) x t OD, t in inches
HSS rectangular W (lb/ft) = 0.2836 x 2 x (B + H - 2t) x t B, H, t in inches
Steel pipe (water-filled) W (lb/ft) = pipe wt + 0.3405 x ID^2 ID in inches

Steel weight by section type — comparison for 20 ft span

Section Type Example Weight (lb/ft) Weight for 20 ft (lb) A (in^2) Application
W-shape W16x36 36 720 10.6 Beam, column
W-shape (heavy) W24x104 104 2,080 30.6 Heavy beam, girder
HSS round HSS8.625x0.322 35.2 704 10.4 Column, brace
HSS rectangular HSS10x6x3/8 47.9 958 14.1 Column, beam
Channel C12x25 25 500 7.35 Girt, purlin
Angle L6x6x1/2 19.2 384 5.77 Bracing, connection
Plate 12x1/2 strip 20.4 408 6.0 Gusset, stiffener
Pipe NPS 8 Sch 40 28.6 572 8.40 Column, utility

The W-shape provides the highest strength-to-weight ratio for bending applications, while HSS sections provide superior torsional resistance and architectural appearance at a modest weight premium.

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Related references

Disclaimer

This page is for educational and reference use only. It does not constitute professional engineering advice. All design values must be verified against the applicable standard (AISC 360, AS 4100, EN 1993, CSA S16) and project specification. Density values are nominal and may vary slightly based on specific mill production. The site operator disclaims liability for any loss arising from the use of this information.