Table of Contents(Page DL-5)

Double-LokŪ ENGINEERING

Double-LokŪ PANEL
24" Coverage

SECTION PROPERTIES
 

TOP FLAT IN COMPRESSION

BOTTOM FLAT IN COMPRESSION

PANEL
GAUGE

Fy WEIGHT

Ix
(in.4/ft.)

Sx
(in.3ft.)

 Ma
(Kip in.)

Ix
(in.4/ft.)

Sx
(in.3/ft.)

Ma
(Kip In.)
(KSI) (PSF)

24

50

 1.23

0.1282

0.0666

1.9945

0.0528

0.0485

1.4528

22

 50 1.56

0.1905

0.1031

 3.0861

0.0720

0.0680

 2.0350

NOTES

  1. All calculations for the properties of Double-LokŪ panels are calculated in accordance with the 1986 edition of Specifications for the Design of Light Gauge Cold Formed Steel Structural Members - published by the American Iron and Steel Institute (A.I.S.l.).
  2. Ix is for deflection determination.
  3. Sx is for bending.
  4. Ma is allowable bending moment.
  5. All values are for one foot of panel width.
  6. Contact ASBC for wind uplift values.

Back   Next