Model NO.: the width is about 80~300
Standard: GB, ASTM
Forming: Cold Drawn Steel
Member: Steel Beam
Carbon Structural Steel: Q235
Application: Steel Workshop, Steel Structure Platform, Steel Fabricated House, Structural Roofing, Frame Part, Steel Walkway and Floor
Material: Galvanized / Coated
Lead Time: 1 Week
Type: Light Section Steel
Trademark: Carbon Structural Steel, SXGG
Connection Form: Bolt Connection
Type of Steel For Building Structure: Cold Forming Sectional Steel
Residential Wall Structure: Wall Support
Brand Name: Sxgg
Lenght: <=11.8m
Origin: Xiamen, China
1. Thickness: 1.5mm to 3mm.
2. Grade: Q235, Q345.
3. Width: 80mm to 300mm.
4. Material: Galvanized / prepainted
Product Name: C Purlin | |||||||
Model NO. | Section size (mm) | Hole distance (mm) | |||||
H | B1 | B2 | C | T | h | Length (m) | |
C80 | 80 | 40 | 40 | 15 | 2.0-3.0 | Don't punch | <=11.8m |
C100 | 100 | 50 | 50 | 20 | 2.0-3.0 | 40 | |
C120 | 120 | 50 | 50 | 20 | 2.0-3.0 | adjusted | |
C140 | 140 | 50 | 50 | 20 | 2.0-3.0 | adjusted | |
C160 | 160 | 60 | 60 | 20 | 2.0-3.0 | adjusted | |
C180 | 180 | 60 | 60 | 20 | 2.0-3.0 | adjusted | |
C200 | 200 | 60 | 60 | 20 | 2.0-3.0 | adjusted | |
C220 | 220 | 70 | 60 | 20 | 2.0-3.0 | adjusted | |
C250 | 250 | 70 | 70 | 20 | 2.0-3.0 | adjusted |
It is the practice in the steel industry that structural shapes are assigned representative designations for convenient shorthand description on drawings and documentation: Channel sections, with or without flange stiffeners, are usually referenced as C shapes; Channel sections without flange stiffeners are also referenced as U shapes; Point symmetric sections that are shaped similar to the letter Z are referenced as Z shapes. Section designations can be regional and even specific to a manufacturer. In steel building construction, secondary members such as purlins (roof) and girts (wall) are frequently cold-formed steel C, Z or U sections, (or mill rolled) C sections.<o:p>
Cold formed members can be efficient on a weight basis relative to mill rolled sections for secondary member applications. Additionally, Z sections can be nested for transportation bundling and, on the building, lapped at the supports to develop a structurally efficient continuous beam across multiple supports.