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Low Profile, like R-Panel, has 3 foot coverage widths and can be cut to any length. If you have a trailer long enough to haul it, we can make it.

Section Properties

Negative Bending Positive Bending
Panel
Guage
Fy
(KSI)
Weight
(PSF)
Ixe
(IN. 4/ft)
Sxe
(IN. 3/ft)
Maxo
(KIP-IN/FT)
Ixe
(IN. 4/ft)
Sxe
(IN. 3/ft)
Maxo
(KIP-IN)
26 80 .89 0.0099 0.0186 0.67 0.0080 0.0080 0.93
29 80 .56 0.0066 0.0124 0.44 0.0065 0.0185 0.67
Notes:
  1. Section Properties and allowable stresses are calculated in accordance with the 1986 AISI specifications for light gauge structural members.
  2. Steel minimum yield strength is 80 KSI conforming to ASTM A446-85.
  3. Values shown as allowable loads are based on panel covering three equal spans. Multiply by 0.8 for two span allowable  loads.
  4. Allowable loads for wind have been increased by 33%. Panel weight has not been deducted. Minimum bearing length must be checked.
  5. For agricultural structures the UBC and SBCCI building codes require a minimum of 10 PSF roof live loads.
  6. Deflection loads are limited by a maximum deflection ratio of L/180 of span.

Allowable Uniform Loads
( In pounds per square foot )

 
Panel Guage Wind Load
(Stress)
Live Load
(Stress)
Live Load
(Deflection)
2' 2.5' 3' 3.5' 4' 4.5' 2' 2.5' 3' 3.5' 4' 4.5' 2' 2.5' 3' 3.5' 4' 4.5'
26 290 153 106 78 60 48 180 115 80 59 45 36 180 112 65 41 27 19
29 160 102 70 52 40 32 120 77 53 39 30 24 120 75 43 27 18 13
29 GAUGE R/T Exceeds 7.0 (AISI Sect. C3  4)
26 GAUGE Allow Int. Bearing @ 3 = 0.605 k/Ft.
Allow End Bearing @ 2 = 0.241 k/Ft.
Notes:
  1. Section Properties and allowable stresses are calculated in accordance with the 1986 AISI specifications for light gauge structural members.
  2. Steel minimum yield strength is 80 KSI conforming to ASTM A446-85.
  3. Values shown as allowable loads are based on panel covering three equal spans. Multiply by 0.8 for two span allowable  loads.
  4. Allowable loads for wind have been increased by 33%. Panel weight has not been deducted. Minimum bearing length must be checked.
  5. For agricultural structures the UBC and SBCCI building codes require a minimum of 10 PSF roof live loads.
  6. Deflection loads are limited by a maximum deflection ratio of L/180 of span.

 

COVERAGE
SECTION PROPERTIES
NOM NET PANEL TOP IN COMPRESSION PANEL TOP IN COMPRESSION
THICK WT. Fy COVERAGE Ix Sx Ms Ix Sx Ms
GAUGE (IN.) (PSF) (KSI) (IN.) (IN. 4/FT) (IN. 3/FT) IN-KIPS/FT (IN. 4/FT) (IN. 3/FT) IN-KIPS/FT
29 .015 0.56 80.0 36.0 .0066 .0124 0.44 .0065 .0185 0.67
26 .019 0.89 80.0 36.0 .0099 .0186 0.67 .0080 .0080 0.93