Anti Earthquake Energy Saving Move-in Condition Quick Build Steel Structure Building
Section 1. Building Description
Name/Usage: Workshop
Quantity: One
Area: 1240
Type of Building: Steel structure
Building Parameters |
|
|
|
1 |
Type |
|
Clear-Span with Attached Bay |
2 |
Width (m) |
|
Area 1 - 20.000; Area 2 – 20.000; Attached Bay - 6.000. Out to Out of Steel Line ( O/O of Eave Struts) |
3 |
Length (m) |
|
Area 1 - 48.000; Area 2 – 14.000; Attached Bay - 34.000. Out to Out of Steel Line (O/O EndWall Girts) |
4 |
Eave Height (m) |
|
Area 1 - 8.000; Area 2 – 4.000; Attached Bay - 7.400 |
5 |
Roof Slope |
|
0.100 |
6 |
Bay Spacing (m) |
|
Area 1 – 3x7.000+3x9.000; Area 2 – 2x7.000; Attached Bay - 1x7.000+3x9.000 |
7 |
Type of End Frames |
|
Both: Post & Beam |
8 |
Type of Bracing in Side Walls |
|
Diagonal Bracing |
9 |
Type of Eave |
|
Gutters & Standard Downspouts |
Section 2. Applicable Codes
All buildings included in this proposal are designed in accordance with the following codes:
Loads on all buildings are applied in accordance with:
2003edition of the China Steel Structure Design Regulation – GB50017-2003
2002 edition of the China Manual of Gate Frame Design – CECS 102-2002
Earthquake Level are designed in accordance with:
2010 Manual of China Steel Construction Anti-earthquake Design – GB50011-2010
Cold formed members are designed in accordance with :
2002 Edition of China Cold Formed Steel Design Manual – GB50018 - 2002
Welding is applied in accordance with :
2011 Edition of China Structural Welding Code – GB50661 - 2011
High tensile bolt is applied in accordance with:
2011 Edition of China high tensile bolt Design Code –JGJ82 – 2011

Section 3. Material Specifications
No. |
Components |
|
Specifications |
Strength |
|
1 |
Built-up |
GB/T1591-2008 Q345B |
Fy = 345 N/mm2 |
||
2 |
Hot Rolled |
Beams |
GB/T1591-2008 Q345B |
Fy = 345 N/mm2 |
|
Columns |
GB/T1591-2008 Q345B |
Fy = 345 N/mm2 |
|||
3 |
Cold Formed |
Roof Purlin |
GB/T1591-2008 Q235B |
Fy = 235 N/mm2 |
|
Wall Purlin |
GB/T1591-2008 Q235B |
Fy = 235 N/mm2 |
|||
4 |
Exterior Wall & Roof Panels |
GB/T1591-2008 Q235B |
Fy = 280 N/mm2 |
||
5 |
X-Bracing |
Angles |
GB/T1591-2008 Q235B |
Fy = 235 N/mm2 |
|
Cable |
GB/T1591-2008 Q235B |
Fy = 235 N/mm2 |
|||
6 |
Anchor Bolts |
GB/T1591-2008 Q235B |
Fy = 235 N/mm2 |
||
7 |
High Strength Bolts |
GB/T1591-2008 Q235B |
Fy = 235 N/mm2 |
||
8 |
Machine Bolts |
GB/T1591-2008 Q235B |
Fy = 235 N/mm2 |
||
Section 4. Steel Work Finish
Primary Steel
All primary steel members will be Sand blasted SA 2.5 and painted with two coats of total thickness 100microns as below
-One Coat of 40microns thickness of Red oxide alkyd paint
-One Coat of 40microns thickness of Alkyd Enamel Paint with Ral#9001
-One Coat of 40microns thickness of Alkyd Enamel Paint with Ral#9001 (applied on site)
Secondary Steel
-All secondary steel members will be Pre-galvanized

Section 5. Standard Supplied Items
The following are normally supplied unless mentioned otherwise:
- Anchor bolts for rigid frames, end wall posts & framed wall openings
- Eave gutters & downspouts on sidewalls or curved eaves at sidewalls with projection
- All necessary flashing & trim
- Foam closures
- Connection bolts
- Silicon
- Sheeting fasteners
Steel structure will be load into 40ft HC and shipped to destination.
Besides completed drawings, packing list and installation menu, Fuunzo also can send supervisor on site to do site installation instruction.
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