Cut Sheet

Metal Framing Engineering Data
D-101
Metal Framing, Pipe Hangers and Accessories
Design Data — Metal Framing Channel (continued)
Table 3 — Single Channel
MAXIMUM 1/180 1/360
DEPTH UNIFORM SPAN SPAN COL.
CAT. NO. (IN.) GA. LOAD DEFL. LOAD DEFL. LOAD DEFL. LOAD
36" Beam or Column
A-1200 1
5
⁄8 12 1,178 .129 — .200 917 .100 8,962
B-1200
13
⁄16 12 350 .236 — .200 148 .100 3,498
C-1200 1
3
⁄8 12 861 .149 — .200 578 .100 7,525
E-1200 2
7
⁄16 12 2,216 .088 — .200 — .100 12,160
H-1200 3
1
⁄4 12 3,528 .068 — .200 — .100 15,132
A-1400 1
5
⁄8 14 811 .126 — .200 640 .100 6,416
B-1400
13
⁄16 14 284 .248 — .200 115 .100 2,755
42" Beam or Column
A-1200 1
5
⁄8 12 1,010 .175 — .233 674 .117 8,466
B-1200
13
⁄16 12 300 .323 217 .233 109 .117 2,579
C-1200 1
3
⁄8 12 738 .203 — .233 425 .117 6,945
E-1200 2
7
⁄16 12 1,900 .120 — .233 — .117 11,698
H-1200 3
1
⁄4 12 3,024 .091 — .233 — .117 14,514
A-1400 1
5
⁄8 14 695 .160 — .233 470 .117 6,051
B-1400
13
⁄16 14 243 .336 168 .233 84 .117 2,060
48" Beam or Column
A-1200 1
5
⁄8 12 884 .228 — .267 516 .133 7,943
B-1200
13
⁄16 12 263 .420 167 .267 83 .133 1,981
C-1200 1
3
⁄8 12 646 .265 — .267 325 .133 6,325
E-1200 2
7
⁄16 12 1,663 .156 — .267 — .133 11,092
H-1200 3
1
⁄4 12 2,646 .120 — .267 — .133 13,850
A-1400 1
5
⁄8 14 609 .120 — .267 360 .133 5,658
B-1400
13
⁄16 14 213 .440 129 .267 64 .133 1,580
54" Beam or Column
A-1200 1
5
⁄8 12 785 .289 — .300 408 .150 7,369
B-1200
13
⁄16 12 234 .533 132 .300 66 .150 1,555
C-1200 1
3
⁄8 12 574 .335 — .300 257 .150 5,650
E-1200 2
7
⁄16 12 1,478 .198 — .300 1,123 .150 10,505
H-1200 3
1
⁄4 12 2,351 .151 — .300 — .150 13,150
A-1400 1
5
⁄8 14 541 .286 — .300 284 .150 5,241
B-1400
13
⁄16 14 189 .556 102 .300 51 .150 1,250
When no numbers are shown, use the maximum uniform load.
Deflections are given in inches; loads in lbs.