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Home Steel Structure Design Dinh Hai Dang Quang Lam Factory

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Design Service Provider: Dinh Hai Dang Go to Homepage >>
Office Location: Ho Chi Minh City, Vietnam, Southeast Asia
Likes for Design Service: 0Likes
Project Name: Quang Lam Factory
Design Service Type: Steel Structure Design
Project Type: Factory
Design Completion Year: 2025
Total Floor Area: 33170 m²
Project Status: In Progress
Project Location: Vietnam Ho Chi Minh City Ho Chi Minh City, Vietnam, Southeast Asia
Project Grade: Exquisite
Design Standards: European Standard
Project Background
Lots 2-1 and 2-2, N6 and D5 Roads, Nam Tan Uyen Expanded Industrial Park (Phase II), Binh Co Ward, Ho Chi Minh City
Partial Safety Factor for Loads
Geological Surveys,Seismic Grade and Engineering Calculations
Layer 1: Clay, reddish-brown to yellowish-gray. Soft-plastic state N = 7.Layer 2: Gravelly clay, reddish-brown to yellowish-gray. Soft-plastic to stiff-plastic state N = 9-11. Layer 3: Silty clay, yellowish-brown to reddish-brown. Soft-plastic to stiff-plastic state N = 8-10. Layer 4: Silty sand, yellowish-brown to grayish-white. Very soft to plastic state N = 8-12. Layer 5: Clay, reddish-brown to yellowish-gray. Semi-stiff to stiff state N = 19; 34.
Structural Calculation Specification
Inspection of concrete column B22.5, column cross-section 500x500mm. Column height 6.9m. Reinforcing steel used is VB500V. Column withstands maximum moment = 25.392 tm, axial force = 53.45 tons. Inspection result: Load-bearing capacity is ensured.
Inspection of concrete column B22.5, column cross-section 500x500mm. Column height 6.9m. Reinforcing steel used is VB500V. Column withstands maximum moment = 25.392 tm, axial force = 53.45 tons. Inspection result: Load-bearing capacity is ensured.
Scheme Design
Design drawings of the main load-bearing beams for the second floor slab of workshop 4.
Layout drawing of the load-bearing frame of the factory building
Detailed design drawings of the main load-bearing frame of the factory building. Columns and trusses are made of welded composite steel. Load-bearing trusses have a cross-section of I-600-400x215x6x10mm. Load-bearing columns have a cross-section of I-350-650x215x8x8mm. The entire load-bearing steel frame uses steel with strength grade Q345.
Floor plan showing the beam and slab layout of the second floor. The main load-bearing beam is DS1 with a cross-section of 500x750. Concrete with strength grade B22.5 is used. Reinforcing steel CB500V is used.
Renderings
3D rendering of the entire project. The workshops use reinforced concrete frames with strength grade B22.5 combined with a main load-bearing steel frame (Q345 steel), C220x50x20x2mm roof purlins, and fixed connections between reinforced concrete columns and the foundation. On the second floor, the steel columns are hinged to the reinforced concrete columns. The foundation uses a single footing under the columns. The calculated stress at the bottom of the foundation is Pmax = 25t/m2.
Construction Drawings
Steel frame structure of workshop 4
Reinforced concrete frame structure of workshop 4
Reinforced concrete frame and steel frame structure of workshop 4
Seismic Design
Seismic resistance calculation according to Vietnamese standard TCVN 9386-2012
Seismic resistance calculation according to Vietnamese standard TCVN 9386-2012
Seismological and tectonic maps of Vietnam and the South China Sea, earthquake data including historical earthquakes, updated to 2014
Contents above are uploaded by the design service provider
以上内容均由Dinh Hai Dang上传
已做版权声明，如需转载请获得版权人的许可

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