W14×90 Steel Beam
A W14×90 is a wide flange steel beam 14 inches deep with 14.5-inch flanges, weighing 90 pounds per foot. In ASTM A992 steel (Fy = 50 ksi) it has a design bending strength of 574 kip-ft (LRFD) when its compression flange is braced, and a design shear strength of 185 kips.
Design a W14×90 beam Opens a 21 ft span in the free beam designer.
W14×90 dimensions
| Dimension | Value |
|---|---|
| Depth, d | 14.0 in |
| Flange width, bf | 14.5 in |
| Flange thickness, tf | 0.710 in |
| Web thickness, tw | 0.440 in |
| Distance to web toe of fillet, kdes | 1.31 in |
| Distance between flange centroids, ho | 13.29 in |
| Cross-sectional area, A | 26.5 in2 |
| Weight | 90 lb/ft |
Dimensions are AISC design values. Detailing dimensions are rounded to the nearest 1/16 in.
W14×90 section properties
| Property | Strong axis (x) | Weak axis (y) |
|---|---|---|
| Moment of inertia, I | 999 in4 | 362 in4 |
| Elastic section modulus, S | 143 in3 | 49.9 in3 |
| Plastic section modulus, Z | 157 in3 | 75.6 in3 |
| Radius of gyration, r | 6.14 in | 3.70 in |
| Torsion and slenderness | Value |
|---|---|
| Torsional constant, J | 4.06 in4 |
| Warping constant, Cw | 16000 in6 |
| Effective radius of gyration, rts | 4.10 in |
| Flange slenderness, bf/2tf | 10.2 |
| Web slenderness, h/tw | 25.9 |
W14×90 bending and shear strength
For ASTM A992 steel (Fy = 50 ksi, E = 29,000 ksi) per AISC 360-16. Its flanges are noncompact for bending (bf/2tf = 10.2), so flange local buckling (AISC 360 F3) limits it to a little under its plastic moment even when it is fully braced.
| Strength | LRFD | ASD |
|---|---|---|
| Bending, compression flange braced | φMn = 574 kip-ft | Mn/Ω = 382 kip-ft |
| Shear | φVn = 185 kips | Vn/Ω = 123 kips |
If the compression flange isn't braced, the beam can buckle sideways before it yields. Up to Lp = 13.1 ft between braces it keeps its full strength; past Lr = 42.5 ft it buckles elastically. With uniform moment between braces (Cb = 1.0):
| Unbraced length, Lb | φMn (LRFD) | Mn/Ω (ASD) |
|---|---|---|
| Braced | 574 kip-ft | 382 kip-ft |
| 10 ft | 574 kip-ft | 382 kip-ft |
| 13.1 ft (Lp) | 574 kip-ft | 382 kip-ft |
| 20 ft | 539 kip-ft | 358 kip-ft |
| 30 ft | 466 kip-ft | 310 kip-ft |
| 40 ft | 394 kip-ft | 262 kip-ft |
| 42.5 ft (Lr) | 375 kip-ft | 250 kip-ft |
| 50 ft | 307 kip-ft | 204 kip-ft |
| 60 ft | 247 kip-ft | 164 kip-ft |
| 70 ft | 207 kip-ft | 138 kip-ft |
| 80 ft | 178 kip-ft | 119 kip-ft |
| 90 ft | 157 kip-ft | 104 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.
W14×90 load table by span
The largest uniform load a simply supported W14×90 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 0.090 kips per foot.
| Span | Factored load (LRFD) | Allowable load (ASD) | Load at span/360 | Load at span/240 |
|---|---|---|---|---|
| 7 ft | 52.8* | 35.2* | 125.1 | 187.7 |
| 9 ft | 41.1* | 27.4* | 58.9 | 88.3 |
| 11 ft | 33.6* | 22.4* | 32.2 | 48.4 |
| 13 ft | 27.2 | 18.1 | 19.5 | 29.3 |
| 15 ft | 20.4 | 13.6 | 12.7 | 19.1 |
| 17 ft | 15.9 | 10.6 | 8.74 | 13.1 |
| 19 ft | 12.7 | 8.46 | 6.26 | 9.39 |
| 21 ft | 10.4 | 6.93 | 4.63 | 6.95 |
| 23 ft | 8.68 | 5.77 | 3.53 | 5.29 |
| 25 ft | 7.34 | 4.89 | 2.75 | 4.12 |
| 27 ft | 6.30 | 4.19 | 2.18 | 3.27 |
| 29 ft | 5.46 | 3.63 | 1.76 | 2.64 |
| 31 ft | 4.78 | 3.18 | 1.44 | 2.16 |
| 33 ft | 4.22 | 2.80 | 1.19 | 1.79 |
| 35 ft | 3.75 | 2.49 | 1.00 | 1.50 |
- 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 21 ft span, a W14×90 carries a factored load of 10.4 kips per foot (LRFD) or an allowable load of 6.93 kips per foot (ASD). A live load of 4.63 kips per foot would deflect it span/360, which is 0.70 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.
W14×90 questions
What does W14×90 mean?
W means a wide flange shape. 14 is its nominal depth in inches (the actual depth is 14.0 in) and 90 is its weight in pounds per foot.
How much does a W14×90 weigh?
90 pounds per foot, so a 20 ft W14×90 weighs about 1,800 pounds.
How far can a W14×90 span?
It depends on the load. Braced along its length, it carries 52.8 kips per foot of factored load at 7 ft and 3.75 kips per foot at 35 ft; the load table has the spans in between. Floor beams are often 21 to 28 ft for this depth (span-to-depth ratios of about 18 to 24), where deflection usually governs.
Is a W14×90 a compact section?
No. Its web is compact, but its flanges (bf/2tf = 10.2) are noncompact in 50 ksi steel, so its bending strength is reduced for flange local buckling.