Customization: | Available |
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Main Steel Frame Matarial: | H Steel, Z or C Purlin |
Size: | According to The Need of Design |
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(1) Simple Steel Structure Workshop | ||
Main structure | Single span: L -shorter than 18m, H -lower than 6m | |
Maintenance system | Roof | Colored steel sheet with 50mm glass wool insulation |
Wall | Colored steel sheet | |
Door | Simple steel rolling shutter (within 10m2) | |
Window | Very few | |
Usage | Warehouse, workshop | |
Standard and suitable market | Africa, Middle-East, South America (no snow, wind load below 0.4kn/m2) | |
(2) Standard Steel Structure Workshop | ||
Main structure | Single span: L -shorter than 24m, H -lower than 8m | |
Maintenance system | Roof | Colored steel sheet with 50mm glass wool insulation |
Wall | Colored steel sheet or 50mm EPS sandwich board | |
Door | Wind resistance rolling door(within 15m2) | |
Window | Alu. Alloy (can use with skylight) | |
Usage | Warehouse, workshop, shopping mall, exhibition hall, super market | |
Standard and suitable market | Snow loading below 0.5kn,wind loading below 0.5kn/m2 | |
(4) Cold Region (heavy snow) Steel Structure Workshop | ||
Main structure | Single span: L -shorter than 18m, H -lower than 6m | |
Maintenance system | Roof | EPS/rock wool/PU sandwich board |
Wall | EPS/rock wool/PU sandwich board | |
Door | PU foamed rolling door | |
Window | Alu. Alloy, Hollow glass | |
Usage | Warehouse, workshop, shopping mall, exhibition hall, super market | |
Standard and suitable market | Cold regions such as Norway, Russian, North Canada, Finland, Iceland, Greenland, Sweden, etc. (snow loads below 3kn, wind load below 1KN/M2) | |
Deflection | Type of structural members | Deflection Limitation | |
Vertical Deflection | Portal frame rafter | Only support corrugated steel sheets roof and cold-formed section purlins | L/180 |
If there is ceiling system | L/240 | ||
If there is top running crane | L/400 | ||
Mezzanine floor | Main beam | L/400 | |
Secondary beam | L/250 | ||
Purlins | Only support corrugated steel sheets roof | L/150 | |
If there is ceiling system | L/240 | ||
Corrugated roof steel sheet | L/150 | ||
Lateral Deflection | Wall panel | L/100 | |
Wind columns or wind truss structures | L/250 | ||
Wall beam | Only support corrugated steel sheet wall | L/100 | |
Support masonry wall | L/180 and ≤50mm |
Material Specifications | ||||||
No | Components | Specifications | Minimum yield strength | Applicable Design Code | ||
1 | Built -up (Plates) |
GB/T1591-2008 | Fy = 34.5 kN/cm2 | CISA - China Iron & Steel Association - Latest Edition | ||
2 | Hot Rolled | Angles |
GB/T3274-2007 | Fy = 23.5 kN/cm2 | CISA - China Iron & Steel Association - Latest Edition | |
Beams |
GB/T11263-2010 | Fy = 23.5 kN/cm2 | CISA - China Iron & Steel Association - Latest Edition | |||
3 | Cold Form |
Galvanized |
GB/T 2518-2008 | Fy = 45.0 kN/cm2 | CISA - China Iron & Steel Association - Latest Edition | |
4 | Roof panel/Wall panel (Zinc) |
GB/T12754-2006 | Fy = 34.5 kN/cm2 | CISA - China Iron & Steel Association - Latest Edition | ||
5 | Roof panel/Wall panel (Alu) |
GB/T12754-2006 | Fy = 34.5 kN/cm2 | CISA - China Iron & Steel Association - Latest Edition | ||
6 | X-Bracing | Galvanized cable bracing | GB/T 700-2006 | Fu = 157 kN/cm2 | CISA - China Iron & Steel Association - Latest Edition | |
7 | Anchor bolts |
GB/T 700-2006 | Fu = 40.0 kN/cm2 | CISA - China Iron & Steel Association - Latest Edition | ||
8 | High strength Bolts | GB/T 1228-2006 | Ft = 30.3 kN/cm2 Fu = 72 to 83 kN/cm2 |
CISA - China Iron & Steel Association - Latest Edition | ||
9 | Machine Bolts |
GB/T 1228-2006 | Ft = 13.8 kN/cm2 Fu = 41.0 kN/cm2 |
CISA - China Iron & Steel Association - Latest Edition |