Table of Contents(Page UD-7)

Ultra-DekŪ ENGINEERING

Ultra-DekŪ PANEL

 

SECTION PROPERTIES
 

TOP FLAT IN COMPRESSION

BOTTOM FLAT IN COMPRESSION

PANEL
GAUGE

Fy
(KSI)

WEIGHT
(PSF)

Ix
(in. 4/ft.)

Sx
(ln. 3/ft.)

Ma
(Kip in.)

Ix
(ln. 4/ft.)

Sx
(in. 3/ft.)

Ma
(Kip in.)

26

50

1.09

0.1577

0.0847

2.5364

0.0550

0.0494

1.4797

24

50

1.32

0.2247

0.1227

3.6746

 0.0703

0.0646

1.9344
22

50

1.66

0.3158

0.1886

5.6456

0.0958

0.0904

2.7070

NOTES

  1. All calculations for the properties of Ultra-DekŪ 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.I.).
  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.

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