PBC Panel
Panel Features
Panel Specifications
| PANEL TOLERANCES | ||||||||
|---|---|---|---|---|---|---|---|---|
| PANEL GAUGE | DESIGN THICKNESS | MINIMUM DELIVERED THICKNESS | 29 | 0.0145 | 0.0138 | |||
| 26 | 0.0180 | 0.0171 | 24 | 0.0230 | 0.02185 | |||
| 22 | 0.0285 | 0.0271 | ||||||
| Section Properties | ||||||||
|---|---|---|---|---|---|---|---|---|
| POSITIVE BENDING | NEGATIVE BENDING | |||||||
| PANEL GAUGE | Fy (KSI) |
WEIGHT (PSF) |
Ixx (IN.4/FT.) |
Sxx (IN.3/FT.) |
Ma (KIP-IN./FT.) |
Ixx (IN.4/FT.) |
Sxx (IN.3/FT.) |
Ma (KIP-IN./FT.) |
| 29 | 80 | 0.066 | 0.0221 | 0.0498 | 1.493 | 0.0221 | 0.0498 | 1.493 |
| 26 | 80 | 0.082 | 0.0274 | 0.0616 | 1.849 | 0.0274 | 0.0616 | 1.849 |
| 24 | 50 | 0.105 | 0.0356 | 0.0791 | 1.980 | 0.0356 | 0.0791 | 1.980 |
| 22 | 50 | 0.131 | 0.0450 | 0.0986 | 2.464 | 0.0450 | 0.0986 | 2.464 |
Notes:
- Section properties and allowables are calculated in accordance with North America Specification for the Design of Cold-Formed Steel Structural Members, 2016 Edition (Reaffirmed 2020), with Supplement 2, 2020 Edition.
- Ix is full moment of inertia, Ixe +/- & Sxe +/- are effective moment of inertia and section modulus, Ma is allowable bending moment and Va is allowable shear. All values are for one foot of panel width.
- For design purposes, effective yeild stress for grade 80 steel was reduced to 60 ksi as per 2016 NAS AISI A3.1.2.
- Minimum deliverable bare steel thickness should not be less than 0.95 of design thickness.
The Engineering data contained herein is for the express use of customers and design professionals. Along with this data, it is recommended that the design professional have a copy of the most current version of the North American Specification for the Design of Cold-Formed Steel Structural Members published by the American Iron and Steel Institute to facilitate design. This Specification contains the design criteria for cold-formed steel components. Along with the Specification, the designer should reference the most current building code applicable to the project jobsite in order to determine environmental loads. If further information or guidance regarding cold-formed design practices is desired, please contact the manufacturer.