Galvalume
Standing Seam is a premium product that utilizes a snap lock system allowing your finished wall or roof to not have exposed screws or fasteners.
Section Properties
| Panel Guage |
Fy (KSI) |
THK (IN) |
WT (PSF) |
FB (KSI) |
Top In Compression | Bottom In Compression | ||||
| Ix (IN. 4/ft) |
Sx (IN. 3/ft) |
Mom't (Ft. Lbs.) |
Ix (IN. 4/ft) |
Sx (IN. 3/ft) |
Mom't (Ft. Lbs.) |
|||||
| 24 | 50 | 0.024 | 1.29 | 33 | 0.0644 | 0.0578 | 1.7294 | 0.1517 | 0.0926 | 2.7736 |
Allowable Uniform Loads
( In pounds per square foot )
| Panel Guage |
Ky (KSI) |
Span | Cond. | Maximum Total Uniform Load in PSF | ||||
| L 4'-0 | L 5'-0 | L 6'-0 | L 7'-0 | L 7'-6" | ||||
| 24 | 50 | Simple | S | 162.0 | 135.0 | 115.7 | 101.3 | 90.0 |
| ∆ | ||||||||
| 2-Span | S | 162.0 | 128.1 | 94.1 | 72.1 | 56.9 | ||
| ∆ | ||||||||
| 3-Span | S | 162.0 | 135.0 | 115.7 | 90.1 | 71.2 | ||
| ∆ | ||||||||
Notes:
- Allowable loads are based on uniform span lengths and Fy = 50 ksi.
- LIVE LOAD is limited by bending, shear, combined shear & bending.
- Above loads consider a maximum deflection ratio of L/180.
- The weight of the panel has not been deducted from the allowable loads.
- THE ABOVE LOADS ARE NOT FOR USE WHEN DESIGNING PANELS TO RESIST WIND UPLIFT.