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Table Of Contents

Metal Framing Engineering Data

D-107

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

168" Beam or Column

A-1200 1

5

⁄8 12 — — 84 .933 42 .467 —

C-1200 1

3

⁄8 12 — — 53 .933 27 .467 —

E-1200 2

7

⁄16 12 475 1.912 233 .933 116 .467 —

H-1200 3

1

⁄4 12 756 1.463 482 .933 241 .467 —

A-1400 1

5

⁄8 14 — — 60 .933 30 .467 —

192" Beam or Column

E-1200 2

7

⁄16 12 — — 178 1.07 89 .533 —

H-1200 3

1

⁄4 12 661 1.910 369 1.07 185 .533 —

216" Beam or Column

E-1200 2

7

⁄16 12 — — 140 1.20 70 .600 —

H-1200 3

1

⁄4 12 — — 292 1.20 146 .600 —

240" Beam or Column

E-1200 2

7

⁄16 12 — — 114 .334 57 .667 —

H-1200 3

1

⁄4 12 — — 236 .334 118 .667 —

When no numbers are shown, use the maximum uniform load.

Deflections are given in inches; loads in lbs.