* Fy is 80-ksi reduced to 60-ksi in accordance with the 2007 edition of the North American Specification for Design Of Cold-
Formed Steel Structural Members – A2.3.2.
NOTES:
1. All section properties are calculated in accordance with the 2007 edition of the North American Specifi cation for Design Of
Cold-Formed Steel Structural Members.
2. Ix is for defl ection determination.
3. Mx is allowable bending moment.
NOTES:
1) Section properties and allowable loads were computed in accordance with the 2001 edition of the North American
Specifi cation For Design Of Cold-Formed Steel Structural Members.
2) Allowable loads are based on uniform span lengths, t = .015″, Fy = 80 ksi but reduced to 60 ksi for design per AISI.
3) LIVE LOAD is limited by bending, shear, combined shear & bending and web crippling and defl ection of L/180.
4) NEGATIVE WIND LOAD is limited by bending, shear, combined shear and bending and defl ection of L/180.
5) NEGATIVE WIND LOAD Defl ection has been increased by 30% per IBC 2003 Table 1604.3.
6) NEGATIVE WIND LOAD does not consider fastener pullout or pullover.
7) The weight of the panel has not been deducted from the allowable loads.