Curtain Wall Stud

Curtain Wall Stud is an innovative addition to the light gauge steel stud industry, producing significant economies in both design and installation when compared with conventional “C” shaped studs. Curtain Wall stud’s configuration is similar to that of TSN’s JamStud® and delivers increased strength and stiffness compared to standard stud members when constructing exterior wall framing. Curtain Wall Stud’s shape is easily differentiated from the typical c-shape, enabling the selection of the most optimal member sizes.

Features
  • Increases load capacity over a standard “C-shaped” stud of the same thickness
  • Reduces overall materials used by allowing increased stud spacing
  • Lighter weight results in easier handling & shipping efficiencies
  • Increased load capacity enables selection of optimal thickness of curtain wall studs
  • Increased stiffness for deflection
Nomenclature
JamStud Nomenclature
Material Composition
ASTM A1003/A1003M or ASTM A653/A653M, Grade 50 (340), 50ksi (340MPa) minimum yield strength, 65ksi (450 MPa) minimum tensile strength, G-60 (Z180) hot-dipped galvanized coating.
Catalogs

TSN’s Product Catalogs are an essential resource for the design of cold formed steel. Developed by Engineers, the catalogs contain design data for members, connectors, and fasteners. Curtain Wall Stud can be found in the following Catalogs:

TSN Cold-Formed Steel Framing Curtain Wall Order Catalog

TSN Curtain Wall Technical Catalog

TSN Cold-Formed Steel Framing Curtain Wall Technical Catalog

TSN Curtain Wall Order Catalog

For a full list of our product catalogs, specification sections, inspection checklists, and research reports please click here.

Curtain Wall Stud Downloads

Curtain Wall Stud Applications

 

JamStud - Header / Sill Application

Window Jams, Headers, & Sils

Curtain Wall Stud Design Information

JamStud Nomenclature JamStud Section Dimensions
Curtain Wall Stud Product Profile
Section
(All 50 ksi)
Overall Depth Flange Width Return Lip 1 Return Lip 2 Inside Bend Design Thickness Unit Weight
D B d1 d2 R t (lbs/ft)
(in) (in) (in) (in) (in) (in)
362C162-33, 33 ksi 3.625 1.625 0.5892 0.5 0.105 0.0346 1.004
362C162-43, 50 ksi 3.625 1.625 0.6102 0.5 0.105 0.0451 1.304
362C162-54, 50 ksi 3.625 1.625 0.6332 0.5 0.105 0.0566 1.629
362C200-33, 33 ksi 3.625 2 0.5892 0.5 0.105 0.0346 1.093
362C200-43, 50 ksi 3.625 2 0.6102 0.5 0.105 0.0451 1.419
362C200-54, 50 ksi 3.625 2 0.6332 0.5 0.105 0.0566 1.773
600C162-33, 33 ksi 6 1.625 0.5892 0.5 0.105 0.0346 1.284
600C162-43, 50 ksi 6 1.625 0.6102 0.5 0.105 0.0451 1.668
600C162-54, 50 ksi 6 1.625 0.6332 0.5 0.105 0.0566 2.086
600C200-33, 33 ksi 6 2 0.5892 0.5 0.105 0.0346 1.372
600C200-43, 50 ksi 6 2 0.6102 0.5 0.105 0.0451 1.783
600C200-54, 50 ksi 6 2 0.6332 0.5 0.105 0.0566 2.231
800C162-33, 33 ksi 8 1.625 0.5892 0.5 0.105 0.0346 1.52
800C162-43, 50 ksi 8 1.625 0.6102 0.5 0.105 0.0451 1.975
800C162-54, 50 ksi 8 1.625 0.6332 0.5 0.105 0.0566 2.472
800C200-33, 33 ksi 8 2 0.5892 0.5 0.105 0.0346 1.608
800C200-43, 50 ksi 8 2 0.6102 0.5 0.105 0.0451 2.09
800C200-54, 50 ksi 8 2 0.6332 0.5 0.105 0.0566 2.616

Notes:

  1. Effective properties incorporate the strength increase from the cold-work of forming as applicable per AISI S100-16 Spec, Sec A3.3.2 (3).
  2. Tabulated gross properties are based on the full-unreduced cross section of the studs, away from punchouts.
  3. Allowable moment is the lesser of Mal and Mad. Stud distortional buckling is based on an assumed kΦ = 0.
  4. For deflection calculations, use the effective moment of inertia.
  5. The effective moment of inertia for deflection is calculated at a stress which results in a section modulus such that the stress times the section modulus at that stress is equal to the allowable moment. AISI S100-16 Spec Procedure I for serviceability determination has been used.
Curtain Wall Stud Section Properties
Section Design Thickness Gross Properties Torsional Properties
Area Weight Ix Sx Rx y Sy Ry Jx1000 Cw Xo Ro ß m
(in) (in2) (lbs/ft) (in4) (in3) (in) (in4) (in3) (in) (in4) (in6) (in) (in) (in)
362C162-33, 33 ksi 0.0346 0.295 1.004 0.599 0.331 1.425 0.120 0.121 0.638 0.118 0.468 -1.578 2.220 0.495 0.978
362C162-43, 50 ksi 0.0451 0.383 1.304 0.771 0.425 1.419 0.154 0.156 0.635 0.260 0.605 -1.573 2.211 0.494 0.975
362C162-54, 50 ksi 0.0566 0.479 1.629 0.954 0.526 1.412 0.191 0.193 0.631 0.511 0.751 -1.566 2.201 0.494 0.973
362C200-33, 33 ksi 0.0346 0.321 1.093 0.683 0.377 1.459 0.196 0.164 0.782 0.128 0.759 -1.954 2.561 0.418 1.186
362C200-43, 50 ksi 0.0451 0.417 1.419 0.879 0.485 1.452 0.253 0.212 0.779 0.283 0.983 -1.948 2.552 0.417 1.184
362C200-54, 50 ksi 0.0566 0.521 1.773 1.089 0.601 1.445 0.313 0.263 0.775 0.556 1.224 -1.942 2.542 0.416 1.182
600C162-33, 33 ksi 0.0346 0.377 1.284 1.983 0.661 2.293 0.145 0.129 0.619 0.151 1.177 -1.298 2.706 0.770 0.833
600C162-43, 50 ksi 0.0451 0.490 1.668 2.562 0.854 2.286 0.186 0.166 0.616 0.332 1.515 -1.292 2.697 0.770 0.830
600C162-54, 50 ksi 0.0566 0.613 2.086 3.183 1.061 2.279 0.230 0.205 0.612 0.655 1.876 -1.286 2.687 0.771 0.828
600C200-33, 33 ksi 0.0346 0.403 1.372 2.214 0.738 2.343 0.237 0.174 0.766 0.161 1.907 -1.636 2.959 0.694 1.029
600C200-43, 50 ksi 0.0451 0.524 1.783 2.862 0.954 2.337 0.305 0.225 0.763 0.355 2.462 -1.631 2.950 0.694 1.027
600C200-54, 50 ksi 0.0566 0.656 2.231 3.558 1.186 2.330 0.378 0.280 0.759 0.700 3.057 -1.624 2.940 0.695 1.025
800C162-33, 33 ksi 0.0346 0.447 1.520 3.964 0.991 2.980 0.158 0.132 0.595 0.178 2.135 -1.137 3.244 0.877 0.747
800C162-43, 50 ksi 0.0451 0.580 1.975 5.130 1.282 2.973 0.203 0.170 0.592 0.394 2.747 -1.131 3.235 0.878 0.745
800C162-54, 50 ksi 0.0566 0.726 2.472 6.386 1.597 2.965 0.251 0.211 0.588 0.776 3.399 -1.125 3.226 0.878 0.742
800C200-33, 33 ksi 0.0346 0.472 1.608 4.376 1.094 3.043 0.260 0.179 0.742 0.189 3.459 -1.449 3.451 0.824 0.934
800C200-43, 50 ksi 0.0451 0.614 2.090 5.665 1.416 3.037 0.335 0.232 0.738 0.416 4.461 -1.443 3.442 0.824 0.932
800C200-54, 50 ksi 0.0566 0.769 2.616 7.056 1.764 3.030 0.415 0.288 0.735 0.821 5.535 -1.437 3.433 0.825 0.929
Section Design Thickness Effective Properties
Solid Web Punched Web
Ix Sx Ma Va Ycg Iy1 Mya1 Iy1 Mya1 Ix Sx Ma Va Ycg
(in) (in4) (in3) (in-k) (lb) (in) (in4) (in-k) (in4) (in-k) (in4) (in3) (in-k) (lb) (in)
362C162-33, 33 ksi 0.0346 0.599 0.330 6.521 1024 1.814 0.120 2.909 0.105 2.208 0.599 0.316 6.243 506 1.844
362C162-43, 50 ksi 0.0451 0.771 0.425 13.897 2141 1.813 0.154 5.709 0.139 4.348 0.771 0.409 12.260 802 1.837
362C162-54, 50 ksi 0.0566 0.954 0.526 17.481 3372 1.813 0.191 7.287 0.184 5.560 0.954 0.514 15.391 994 1.820
362C200-33, 33 ksi 0.0346 0.683 0.352 6.958 1024 1.861 0.196 3.934 0.171 2.975 0.683 0.336 6.632 506 1.901
362C200-43, 50 ksi 0.0451 0.879 0.463 13.851 2141 1.846 0.253 7.737 0.226 5.870 0.879 0.444 13.303 802 1.877
362C200-54, 50 ksi 0.0566 1.089 0.601 17.986 3372 1.813 0.313 9.899 0.301 7.523 1.089 0.589 17.621 994 1.819
600C162-33, 33 ksi 0.0346 1.983 0.660 13.035 644 3.002 0.145 3.082 0.110 2.234 1.983 0.660 13.035 644 3.002
600C162-43, 50 ksi 0.0451 2.562 0.854 27.892 1432 3.000 0.186 6.053 0.146 4.404 2.562 0.854 27.892 1235 3.000
600C162-54, 50 ksi 0.0566 3.183 1.061 35.250 2843 3.000 0.230 7.733 0.198 5.660 3.183 1.061 35.250 1942 3.000
600C200-33, 33 ksi 0.0346 2.213 0.697 13.781 644 3.064 0.237 4.184 0.179 3.009 2.213 0.697 13.781 644 3.064
600C200-43, 50 ksi 0.0451 2.862 0.916 27.438 1432 3.045 0.305 8.233 0.237 5.943 2.862 0.916 27.438 1235 3.045
600C200-54, 50 ksi 0.0566 3.558 1.186 35.509 2843 3.000 0.378 10.540 0.322 7.655 3.558 1.186 35.509 1942 3.000
800C162-33, 33 ksi 0.0346 3.757 0.840 16.593 478 4.351 0.158 3.162 0.112 2.244 3.757 0.840 16.593 478 4.351
800C162-43, 50 ksi 0.0451 4.892 1.103 33.028 1060 4.320 0.203 6.211 0.149 4.425 4.892 1.103 33.028 1060 4.320
800C162-54, 50 ksi 0.0566 6.229 1.439 43.084 2102 4.222 0.251 7.937 0.204 5.696 6.229 1.439 43.084 2102 4.222
800C200-33, 33 ksi 0.0346 4.374 0.931 18.392 478 4.293 0.260 4.302 0.182 3.021 4.374 0.931 18.392 478 4.293
800C200-43, 50 ksi 0.0451 5.665 1.255 37.584 1060 4.218 0.335 8.467 0.241 5.970 5.665 1.255 37.584 1060 4.218
800C200-54, 50 ksi 0.0566 7.056 1.764 52.813 2102 4.000 0.415 10.842 0.330 7.702 7.056 1.764 52.813 2102 4.000
Allowable Height for CW Sections – 1 Span (IBC 2009/ AISI S100-07 – IBC 2012/ AISI S100-07 with S2/10)
Section Fy Spacing 5 psf 15 psf 20 psf
(ksi) (in) o.c. L/120 L/240 L/360 L/240 L/360 L/600 L/240 L/360 L/600
362C162-33 33 12 25′ 0″ d 19′ 10″ d 17′ 4″ d 15′ 6″ d 13′ 6″ d 11′ 5″ d 14′ 0″ f 12′ 3″ d 10′ 4″ d
362C162-33 33 16 22′ 9″ d 18′ 0″ d 15′ 9″ d 14′ 0″ f 12′ 3″ d 10′ 4″ d 12′ 1″ f e 11′ 2″ d 9′ 5″ d
362C162-33 33 24 19′ 10″ f 15′ 9″ d 13′ 9″ d 11′ 5″ f e 10′ 9″ d e 9′ 0″ d 9′ 11″ f e 9′ 9″ d e 8′ 2″ d e
362C162-43 50 12 27′ 2″ d 21′ 7″ d 18′ 10″ d 16′ 10″ d 14′ 8″ d 12′ 5″ d 15′ 4″ d 13′ 4″ d 11′ 3″ d
362C162-43 50 16 24′ 9″ d 19′ 7″ d 17′ 1″ d 15′ 4″ d 13′ 4″ d 11′ 3″ d 13′ 11″ d 12′ 2″ d 10′ 3″ d
362C162-43 50 24 21′ 7″ d 17′ 1″ d 14′ 11″ d 13′ 4″ d 11′ 8″ d 9′ 10″ d 12′ 2″ d 10′ 7″ d 8′ 11″ d
362C162-54 50 12 29′ 2″ d 23′ 2″ d 20′ 3″ d 18′ 1″ d 15′ 9″ d 13′ 4″ d 16′ 5″ d 14′ 4″ d 12′ 1″ d
362C162-54 50 16 26′ 6″ d 21′ 1″ d 18′ 5″ d 16′ 5″ d 14′ 4″ d 12′ 1″ d 14′ 11″ d 13′ 0″ d 11′ 0″ d
362C162-54 50 24 23′ 2″ d 18′ 5″ d 16′ 1″ d 14′ 4″ d 12′ 6″ d 10′ 7″ d 13′ 0″ d 11′ 4″ d 9′ 7″ d
362C200-33 33 12 26′ 1″ d 20′ 9″ d 18′ 1″ d 16′ 2″ d 14′ 1″ d 11′ 11″ d 14′ 6″ f 12′ 10″ d 10′ 10″ d
362C200-33 33 16 23′ 9″ d 18′ 10″ d 16′ 5″ d 14′ 6″ f 12′ 10″ d 10′ 10″ d 12′ 7″ f e 11′ 8″ d 9′ 10″ d
362C200-33 33 24 20′ 7″ f 16′ 5″ d 14′ 4″ d 11′ 10″ f e 11′ 2″ d e 9′ 5″ d 10′ 3″ f e 10′ 2″ d e 8′ 7″ d e
362C200-43 50 12 28′ 5″ d 22′ 7″ d 19′ 8″ d 17′ 7″ d 15′ 4″ d 12′ 11″ d 16′ 0″ d 14′ 0″ d 11′ 9″ d
362C200-43 50 16 25′ 10″ d 20′ 6″ d 17′ 11″ d 16′ 0″ d 14′ 0″ d 11′ 9″ d 14′ 6″ d 12′ 8″ d 10′ 8″ d
362C200-43 50 24 22′ 7″ d 17′ 11″ d 15′ 7″ d 14′ 0″ d 12′ 2″ d 10′ 3″ d 12′ 8″ d 11′ 1″ d 9′ 4″ d
362C200-54 50 12 30′ 6″ d 24′ 3″ d 21′ 2″ d 18′ 11″ d 16′ 6″ d 13′ 11″ d 17′ 2″ d 15′ 0″ d 12′ 8″ d
362C200-54 50 16 27′ 9″ d 22′ 0″ d 19′ 3″ d 17′ 2″ d 15′ 0″ d 12′ 8″ d 15′ 7″ d 13′ 7″ d 11′ 6″ d
362C200-54 50 24 24′ 3″ d 19′ 3″ d 16′ 9″ d 15′ 0″ d 13′ 1″ d 11′ 0″ d 13′ 7″ d 11′ 11″ d 10′ 0″ d
600C162-33 33 12 37′ 3″ d 29′ 7″ d 25′ 10″ d 22′ 6″ f e 20′ 2″ d e 17′ 0″ d 19′ 6″ f e 18′ 4″ d e 15′ 5″ d e
600C162-33 33 16 33′ 9″ f 26′ 10″ d 23′ 6″ d 19′ 6″ f e 18′ 4″ d e 15′ 5″ d e 16′ 10″ f e 16′ 8″ d e 14′ 0″ d e
600C162-33 33 24 27′ 7″ f 23′ 6″ d 20′ 6″ d 15′ 11″ f e 15′ 11″ f e 13′ 6″ d e 13′ 9″ f e 13′ 9″ f e 12′ 3″ d e
600C162-43 50 12 40′ 7″ d 32′ 3″ d 28′ 2″ d 25′ 2″ d 22′ 0″ d 18′ 6″ d 22′ 10″ d 19′ 11″ d 16′ 10″ d
600C162-43 50 16 36′ 11″ d 29′ 3″ d 25′ 7″ d 22′ 10″ d 19′ 11″ d 16′ 10″ d 20′ 9″ d 18′ 2″ d 15′ 3″ d
600C162-43 50 24 32′ 3″ d 25′ 7″ d 22′ 4″ d 19′ 11″ d 17′ 5″ d 14′ 8″ d 18′ 2″ d 15′ 10″ d 13′ 4″ d
600C162-54 50 12 43′ 8″ d 34′ 8″ d 30′ 3″ d 27′ 1″ d 23′ 7″ d 19′ 11″ d 24′ 7″ d 21′ 5″ d 18′ 1″ d
600C162-54 50 16 39′ 8″ d 31′ 6″ d 27′ 6″ d 24′ 7″ d 21′ 5″ d 18′ 1″ d 22′ 4″ d 19′ 6″ d 16′ 5″ d
600C162-54 50 24 34′ 8″ d 27′ 6″ d 24′ 0″ d 21′ 5″ d 18′ 9″ d 15′ 10″ d 19′ 6″ d 17′ 0″ d 14′ 4″ d
600C200-33 33 12 38′ 8″ d 30′ 8″ d 26′ 10″ d 23′ 1″ f e 20′ 11″ d e 17′ 8″ d 20′ 0″ f e 19′ 0″ d e 16′ 0″ d e
600C200-33 33 16 34′ 7″ f 27′ 11″ d 24′ 4″ d 20′ 0″ f e 19′ 0″ d e 16′ 0″ d e 17′ 3″ f e 17′ 3″ f e 14′ 7″ d e
600C200-33 33 24 28′ 3″ f 24′ 4″ d 21′ 3″ d 16′ 4″ f e 16′ 4″ f e 14′ 0″ d e 14′ 1″ f e 14′ 1″ f e 12′ 8″ d e
600C200-43 50 12 42′ 2″ d 33′ 5″ d 29′ 2″ d 26′ 1″ d 22′ 10″ d 19′ 3″ d 23′ 8″ d 20′ 8″ d 17′ 5″ d
600C200-43 50 16 38′ 3″ d 30′ 4″ d 26′ 6″ d 23′ 8″ d 20′ 8″ d 17′ 5″ d 21′ 6″ d 18′ 10″ d 15′ 10″ d
600C200-43 50 24 33′ 5″ d 26′ 6″ d 23′ 2″ d 20′ 8″ d 18′ 1″ d 15′ 3″ d 18′ 10″ d e 16′ 5″ d 13′ 10″ d
600C200-54 50 12 45′ 4″ d 35′ 11″ d 31′ 5″ d 28′ 1″ d 24′ 6″ d 20′ 8″ d 25′ 6″ d 22′ 3″ d 18′ 9″ d
600C200-54 50 16 41′ 2″ d 32′ 8″ d 28′ 6″ d 25′ 6″ d 22′ 3″ d 18′ 9″ d 23′ 2″ d 20′ 3″ d 17′ 1″ d
600C200-54 50 24 35′ 11″ d 28′ 6″ d 24′ 11″ d 22′ 3″ d 19′ 5″ d 16′ 5″ d 20′ 3″ d 17′ 8″ d 14′ 11″ d
800C162-33 33 12 45′ 7″ f 37′ 1″ d 32′ 6″ d 26′ 3″ f e 25′ 3″ d e 21′ 5″ d e 22′ 9″ f e 22′ 9″ f e 19′ 5″ d e
800C162-33 33 16 39′ 5″ f 33′ 8″ d 29′ 6″ d 22′ 9″ f e 22′ 9″ f e 19′ 5″ d e 19′ 8″ f e 19′ 8″ f e 17′ 7″ d e
800C162-33 33 24 32′ 2″ f e 29′ 4″ d e 25′ 8″ d 18′ 7″ f e 18′ 7″ f e 16′ 11″ d e 16′ 1″ f e 16′ 1″ f e 15′ 4″ d e
800C162-43 50 12 51′ 0″ d 40′ 7″ d 35′ 6″ d 31′ 8″ d 27′ 8″ d 23′ 4″ d 28′ 9″ d 25′ 2″ d 21′ 3″ d
800C162-43 50 16 46′ 3″ d 36′ 11″ d 32′ 3″ d 28′ 9″ d 25′ 2″ d 21′ 3″ d 26′ 1″ d 22′ 10″ d 19′ 3″ d
800C162-43 50 24 40′ 4″ d 32′ 2″ d 28′ 2″ d 25′ 1″ d e 21′ 11″ d 18′ 6″ d 22′ 1″ f e 19′ 11″ d e 16′ 10″ d
800C162-54 50 12 55′ 1″ d 43′ 8″ d 38′ 2″ d 34′ 1″ d 29′ 10″ d 25′ 2″ d 31′ 0″ d 27′ 1″ d 22′ 10″ d
800C162-54 50 16 50′ 0″ d 39′ 8″ d 34′ 8″ d 31′ 0″ d 27′ 1″ d 22′ 10″ d 28′ 2″ d 24′ 7″ d 20′ 9″ d
800C162-54 50 24 43′ 8″ d 34′ 8″ d 30′ 3″ d 27′ 1″ d 23′ 8″ d 19′ 11″ d 24′ 7″ d 21′ 6″ d 18′ 1″ d
800C200-33 33 12 46′ 9″ f 38′ 6″ d 33′ 8″ d 27′ 0″ f e 26′ 3″ d e 22′ 2″ d e 23′ 4″ f e 23′ 4″ f e 20′ 1″ d e
800C200-33 33 16 40′ 6″ f 35′ 0″ d 30′ 7″ d 23′ 4″ f e 23′ 4″ f e 20′ 1″ d e 20′ 3″ f e 20′ 3″ f e 18′ 3″ d e
800C200-33 33 24 33′ 0″ f e 30′ 7″ d e 26′ 8″ d 19′ 1″ f e 19′ 1″ f e 17′ 7″ d e 16′ 6″ f e 16′ 6″ f e 16′ 0″ d e
800C200-43 50 12 52′ 11″ d 42′ 0″ d 36′ 8″ d 32′ 9″ d 28′ 8″ d 24′ 2″ d 29′ 9″ d 26′ 0″ d 21′ 11″ d
800C200-43 50 16 48′ 1″ d 38′ 2″ d 33′ 4″ d 29′ 9″ d 26′ 0″ d 21′ 11″ d 27′ 1″ d e 23′ 8″ d 19′ 11″ d
800C200-43 50 24 42′ 0″ d 33′ 4″ d 29′ 1″ d 26′ 0″ d e 22′ 9″ d 19′ 2″ d 22′ 8″ f e 20′ 8″ d e 17′ 5″ d
800C200-54 50 12 56′ 11″ d 45′ 2″ d 39′ 6″ d 35′ 3″ d 30′ 10″ d 26′ 0″ d 32′ 1″ d 28′ 0″ d 23′ 7″ d
800C200-54 50 16 51′ 9″ d 41′ 1″ d 35′ 10″ d 32′ 1″ d 28′ 0″ d 23′ 7″ d 29′ 1″ d 25′ 5″ d 21′ 5″ d
800C200-54 50 24 45′ 2″ d 35′ 10″ d 31′ 4″ d 28′ 0″ d 24′ 5″ d 20′ 7″ d 25′ 5″ d 22′ 2″ d 18′ 9″ d

Table Notes:

  1. “f”: flexure controls, “d”: deflection controls.
  2. The values in this catalog are based on the 2007 edition of North American Specification for the Design of Cold-Formed Steel Structural Members, AISI S100-07 as referenced by 2009 International Building Code (IBC) and AISI S100-07 with supplement S2-10 as referenced by 2012 IBC.
  3. Distortional buckling calculations are based on Kφ = 0.
  4. Listed wind pressures represent 1.0 W calculated based on 2009 IBC or 0.6 W calculated based on 2012 IBC. For deflection calculations, listed wind pressures, have been reduced by 0.70 as allowed by IBC. The 5 psf pressure has not been reduced for deflection checks.
  5. Studs must be braced against rotation and lateral movement at all supports.
  6. Studs are assumed to be adequately braced at a maximum spacing of Lu to develop full allowable moment.
  7. Web crippling check is based on 1″ of bearing at end supports and 3″ of bearing at interior support.
  8. Moment of inertia for deflection is optimized based on the maximum moment at service loads for the listed spans; therefore; span values may be greater than spans based on an effective moment of inertia listed in section property tables.
Allowable Height for CW Sections – 1 Span (IBC 2009/ AISI S100-07 – IBC 2012/ AISI S100-07 with S2/10)
Section Fy Spacing 40 psf 50 psf
(ksi) (in) o.c. L/240 L/360 L/600 L/240 L/360 L/600
362C162-33 33 12 9′ 11″ f e 9′ 9″ d e 8′ 2″ d e 8′ 10″ f e 8′ 10″ f e 7′ 7″ d e
362C162-33 33 16 8′ 7″ f e 8′ 7″ f e 7′ 5″ d e 7′ 8″ f e 7′ 8″ f e 6′ 11″ d e
362C162-33 33 24 7′ 0″ f e 7′ 0″ f e 6′ 6″ d e 6′ 3″ f e 6′ 3″ f e 6′ 0″ d e
362C162-43 50 12 12′ 2″ d 10′ 7″ d 8′ 11″ d 11′ 3″ d 9′ 10″ d 8′ 3″ d
362C162-43 50 16 11′ 0″ d 9′ 7″ d 8′ 1″ d 10′ 3″ d 8′ 11″ d 7′ 6″ d
362C162-43 50 24 9′ 7″ d 8′ 5″ d 7′ 1″ d 8′ 10″ f e 7′ 9″ d 6′ 7″ d
362C162-54 50 12 13′ 0″ d 11′ 4″ d 9′ 7″ d 12′ 1″ d 10′ 7″ d 8′ 11″ d
362C162-54 50 16 11′ 10″ d 10′ 4″ d 8′ 8″ d 11′ 0″ d 9′ 7″ d 8′ 1″ d
362C162-54 50 24 10′ 4″ d 9′ 0″ d 7′ 7″ d 9′ 7″ d 8′ 4″ d 7′ 1″ d
362C200-33 33 12 10′ 3″ f e 10′ 2″ d e 8′ 7″ d e 9′ 2″ f e 9′ 2″ f e 7′ 11″ d e
362C200-33 33 16 8′ 11″ f e 8′ 11″ f e 7′ 9″ d e 7′ 11″ f e 7′ 11″ f e 7′ 3″ d e
362C200-33 33 24 7′ 3″ f e 7′ 3″ f e 6′ 10″ d e 6′ 6″ f e 6′ 6″ f e 6′ 4″ d e
362C200-43 50 12 12′ 8″ d 11′ 1″ d 9′ 4″ d 11′ 9″ d 10′ 3″ d 8′ 8″ d
362C200-43 50 16 11′ 6″ d 10′ 1″ d 8′ 6″ d 10′ 8″ d 9′ 4″ d 7′ 10″ d
362C200-43 50 24 10′ 1″ d e 8′ 9″ d 7′ 5″ d 9′ 2″ f e 8′ 2″ d e 6′ 10″ d
362C200-54 50 12 13′ 7″ d 11′ 11″ d 10′ 0″ d 12′ 8″ d 11′ 0″ d 9′ 4″ d
362C200-54 50 16 12′ 4″ d 10′ 10″ d 9′ 1″ d 11′ 6″ d 10′ 0″ d 8′ 5″ d
362C200-54 50 24 10′ 10″ d 9′ 5″ d 7′ 11″ d 10′ 0″ d 8′ 9″ d 7′ 4″ d
600C162-33 33 12 13′ 9″ f e 13′ 9″ f e 12′ 3″ d e 12′ 4″ f e 12′ 4″ f e 11′ 4″ d e
600C162-33 33 16 11′ 11″ f e 11′ 11″ f e 11′ 1″ d e 10′ 8″ f e 10′ 8″ f e 10′ 4″ d e
600C162-33 33 24 9′ 9″ f e 9′ 9″ f e 9′ 9″ f e 8′ 8″ f e 8′ 8″ f e 8′ 8″ f e
600C162-43 50 12 18′ 2″ d 15′ 10″ d 13′ 4″ d 16′ 10″ d e 14′ 8″ d 12′ 5″ d
600C162-43 50 16 16′ 4″ f e 14′ 5″ d e 12′ 1″ d 14′ 7″ f e 13′ 4″ d e 11′ 3″ d
600C162-43 50 24 13′ 4″ f e 12′ 7″ d e 10′ 7″ d e 11′ 11″ f e 11′ 8″ d e 9′ 10″ d e
600C162-54 50 12 19′ 6″ d 17′ 0″ d 14′ 4″ d 18′ 1″ d 15′ 10″ d 13′ 4″ d
600C162-54 50 16 17′ 8″ d 15′ 6″ d 13′ 0″ d 16′ 5″ d 14′ 4″ d 12′ 1″ d
600C162-54 50 24 15′ 6″ f e 13′ 6″ d 11′ 5″ d 13′ 11″ f e 12′ 6″ d e 10′ 7″ d
600C200-33 33 12 14′ 1″ f e 14′ 1″ f e 12′ 8″ d e 12′ 7″ f e 12′ 7″ f e 11′ 10″ d e
600C200-33 33 16 12′ 3″ f e 12′ 3″ f e 11′ 7″ d e 10′ 11″ f e 10′ 11″ f e 10′ 9″ d e
600C200-33 33 24 10′ 0″ f e 10′ 0″ f e 10′ 0″ f e 8′ 11″ f e 8′ 11″ f e 8′ 11″ f e
600C200-43 50 12 18′ 10″ d e 16′ 5″ d 13′ 10″ d 17′ 4″ f e 15′ 3″ d e 12′ 10″ d
600C200-43 50 16 16′ 9″ f e 14′ 11″ d e 12′ 7″ d 15′ 0″ f e 13′ 10″ d e 11′ 8″ d e
600C200-43 50 24 13′ 8″ f e 13′ 0″ d e 11′ 0″ d e 12′ 3″ f e 12′ 1″ d e 10′ 2″ d e
600C200-54 50 12 20′ 3″ d 17′ 8″ d 14′ 11″ d 18′ 9″ d 16′ 5″ d 13′ 10″ d
600C200-54 50 16 18′ 4″ d 16′ 1″ d 13′ 6″ d 17′ 1″ d 14′ 11″ d 12′ 7″ d
600C200-54 50 24 15′ 11″ f e 14′ 0″ d 11′ 10″ d 14′ 3″ f e 13′ 0″ d e 11′ 0″ d
800C162-33 33 12 16′ 1″ f e 16′ 1″ f e 15′ 4″ d e 14′ 5″ f e 14′ 5″ f e 14′ 3″ d e
800C162-33 33 16 13′ 11″ f e 13′ 11″ f e 13′ 11″ f e 12′ 5″ f e 12′ 5″ f e 12′ 5″ f e
800C162-33 33 24 11′ 4″ f e 11′ 4″ f e 11′ 4″ f e 9′ 6″ f e 9′ 6″ f e 9′ 6″ f e
800C162-43 50 12 22′ 1″ f e 19′ 11″ d e 16′ 10″ d 19′ 9″ f e 18′ 6″ d e 15′ 7″ d e
800C162-43 50 16 19′ 1″ f e 18′ 1″ d e 15′ 3″ d e 17′ 1″ f e 16′ 9″ d e 14′ 2″ d e
800C162-43 50 24 15′ 7″ f e 15′ 7″ f e 13′ 4″ d e 13′ 11″ f e 13′ 11″ f e 12′ 4″ d e
800C162-54 50 12 24′ 7″ d 21′ 6″ d 18′ 1″ d 22′ 10″ d e 19′ 11″ d 16′ 10″ d
800C162-54 50 16 22′ 4″ d e 19′ 6″ d 16′ 5″ d 20′ 0″ f e 18′ 1″ d e 15′ 3″ d
800C162-54 50 24 18′ 3″ f e 17′ 0″ d e 14′ 4″ d e 16′ 4″ f e 15′ 10″ d e 13′ 4″ d e
800C200-33 33 12 16′ 6″ f e 16′ 6″ f e 16′ 0″ d e 14′ 9″ f e 14′ 9″ f e 14′ 9″ f e
800C200-33 33 16 14′ 3″ f e 14′ 3″ f e 14′ 3″ f e 12′ 9″ f e 12′ 9″ f e 12′ 9″ f e
800C200-33 33 24 11′ 8″ f e 11′ 8″ f e 11′ 8″ f e 9′ 6″ f e 9′ 6″ f e 9′ 6″ f e
800C200-43 50 12 22′ 8″ f e 20′ 8″ d e 17′ 5″ d 20′ 3″ f e 19′ 2″ d e 16′ 2″ d e
800C200-43 50 16 19′ 7″ f e 18′ 9″ d e 15′ 10″ d e 17′ 6″ f e 17′ 5″ d e 14′ 8″ d e
800C200-43 50 24 16′ 0″ f e 16′ 0″ f e 13′ 10″ d e 14′ 4″ f e 14′ 4″ f e 12′ 10″ d e
800C200-54 50 12 25′ 5″ d 22′ 2″ d 18′ 9″ d 23′ 7″ d e 20′ 7″ d 17′ 5″ d
800C200-54 50 16 23′ 0″ f e 20′ 2″ d 17′ 0″ d 20′ 7″ f e 18′ 9″ d e 15′ 9″ d
800C200-54 50 24 18′ 9″ f e 17′ 7″ d e 14′ 10″ d e 16′ 9″ f e 16′ 4″ d e 13′ 9″ d e

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