W16×67 Steel Beam
A W16×67 is a wide flange steel beam 16.3 inches deep with 10.2-inch flanges, weighing 67 pounds per foot. In ASTM A992 steel (Fy = 50 ksi) it has a design bending strength of 488 kip-ft (LRFD) when its compression flange is braced, and a design shear strength of 193 kips.
Design a W16×67 beam Opens a 24 ft span in the free beam designer.
W16×67 dimensions
| Dimension | Value |
|---|---|
| Depth, d | 16.3 in |
| Flange width, bf | 10.2 in |
| Flange thickness, tf | 0.665 in |
| Web thickness, tw | 0.395 in |
| Distance to web toe of fillet, kdes | 1.07 in |
| Distance between flange centroids, ho | 15.64 in |
| Cross-sectional area, A | 19.7 in2 |
| Weight | 67 lb/ft |
Dimensions are AISC design values. Detailing dimensions are rounded to the nearest 1/16 in.
W16×67 section properties
| Property | Strong axis (x) | Weak axis (y) |
|---|---|---|
| Moment of inertia, I | 954 in4 | 119 in4 |
| Elastic section modulus, S | 117 in3 | 23.2 in3 |
| Plastic section modulus, Z | 130 in3 | 35.5 in3 |
| Radius of gyration, r | 6.96 in | 2.46 in |
| Torsion and slenderness | Value |
|---|---|
| Torsional constant, J | 2.39 in4 |
| Warping constant, Cw | 7300 in6 |
| Effective radius of gyration, rts | 2.82 in |
| Flange slenderness, bf/2tf | 7.70 |
| Web slenderness, h/tw | 35.9 |
W16×67 bending and shear strength
For ASTM A992 steel (Fy = 50 ksi, E = 29,000 ksi) per AISC 360-16. Its flanges and web are compact for bending, so with its compression flange braced it reaches its full plastic moment.
| Strength | LRFD | ASD |
|---|---|---|
| Bending, compression flange braced | φMn = 488 kip-ft | Mn/Ω = 324 kip-ft |
| Shear | φVn = 193 kips | Vn/Ω = 129 kips |
If the compression flange isn't braced, the beam can buckle sideways before it yields. Up to Lp = 8.7 ft between braces it keeps its full strength; past Lr = 26.1 ft it buckles elastically. With uniform moment between braces (Cb = 1.0):
| Unbraced length, Lb | φMn (LRFD) | Mn/Ω (ASD) |
|---|---|---|
| Braced | 488 kip-ft | 324 kip-ft |
| 5 ft | 488 kip-ft | 324 kip-ft |
| 8.7 ft (Lp) | 487 kip-ft | 324 kip-ft |
| 10 ft | 474 kip-ft | 315 kip-ft |
| 15 ft | 422 kip-ft | 281 kip-ft |
| 20 ft | 370 kip-ft | 246 kip-ft |
| 25 ft | 318 kip-ft | 212 kip-ft |
| 26.1 ft (Lr) | 307 kip-ft | 204 kip-ft |
| 30 ft | 252 kip-ft | 167 kip-ft |
| 35 ft | 205 kip-ft | 136 kip-ft |
| 40 ft | 173 kip-ft | 115 kip-ft |
| 45 ft | 149 kip-ft | 99.3 kip-ft |
| 50 ft | 132 kip-ft | 87.5 kip-ft |
A beam with a uniform load between braces has Cb above 1.0 (1.14 for a simple span braced only at its ends), so these values are conservative. The beam designer works out Cb for every segment between braces.
W16×67 load table by span
The largest uniform load a simply supported W16×67 can carry, in kips per foot, with its compression flange braced along its length (by a floor or roof deck, for example). The loads include the beam's own weight of 0.067 kips per foot.
| Span | Factored load (LRFD) | Allowable load (ASD) | Load at span/360 | Load at span/240 |
|---|---|---|---|---|
| 8 ft | 48.3* | 32.2* | 80.1 | 120.1 |
| 10 ft | 38.6* | 25.8* | 41.0 | 61.5 |
| 12 ft | 27.1 | 18.0 | 23.7 | 35.6 |
| 14 ft | 19.9 | 13.2 | 14.9 | 22.4 |
| 16 ft | 15.2 | 10.1 | 10.0 | 15.0 |
| 18 ft | 12.0 | 8.01 | 7.03 | 10.5 |
| 20 ft | 9.75 | 6.49 | 5.12 | 7.69 |
| 22 ft | 8.06 | 5.36 | 3.85 | 5.77 |
| 24 ft | 6.77 | 4.50 | 2.96 | 4.45 |
| 26 ft | 5.77 | 3.84 | 2.33 | 3.50 |
| 28 ft | 4.97 | 3.31 | 1.87 | 2.80 |
| 30 ft | 4.33 | 2.88 | 1.52 | 2.28 |
| 32 ft | 3.81 | 2.53 | 1.25 | 1.88 |
| 34 ft | 3.37 | 2.24 | 1.04 | 1.56 |
| 36 ft | 3.01 | 2.00 | 0.88 | 1.32 |
| 38 ft | 2.70 | 1.80 | 0.75 | 1.12 |
| 40 ft | 2.44 | 1.62 | 0.64 | 0.96 |
- Factored and allowable loads are limited by bending, or by shear where marked *.
- The deflection columns are the service loads that make the beam sag span/360 or span/240. Compare span/360 with the live load alone and span/240 with dead plus live load, the usual floor limits in IBC Table 1604.3.
Reading the table
At a 24 ft span, a W16×67 carries a factored load of 6.77 kips per foot (LRFD) or an allowable load of 4.50 kips per foot (ASD). A live load of 2.96 kips per foot would deflect it span/360, which is 0.80 in. The beam works if the factored load is under the first number and the live and total loads are under the deflection numbers. For other spans, supports or loads, open it in the beam designer, or follow the steel beam design guide to check one by hand.
W16×67 questions
What does W16×67 mean?
W means a wide flange shape. 16 is its nominal depth in inches (the actual depth is 16.3 in) and 67 is its weight in pounds per foot.
How much does a W16×67 weigh?
67 pounds per foot, so a 20 ft W16×67 weighs about 1,340 pounds.
How far can a W16×67 span?
It depends on the load. Braced along its length, it carries 48.3 kips per foot of factored load at 8 ft and 2.44 kips per foot at 40 ft; the load table has the spans in between. Floor beams are often 24 to 33 ft for this depth (span-to-depth ratios of about 18 to 24), where deflection usually governs.
Is a W16×67 a compact section?
Yes. Its flanges (bf/2tf = 7.70) and web (h/tw = 35.9) are both compact for bending in 50 ksi steel.