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Home Featured Steel Structure Designs Ocean Lord IBAFO-Nigeria

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Design Service Provider: engineering-cycle Go to Homepage >>
Office Location: jounieh, Mont-Liban, Lebanon, West Asia
Team Size: 50-100 People
Year of Registration: 2008
Annual Revenue: Below US$1 Million
Likes for Design Service: 0Likes
Project Name: Ocean Lord IBAFO-Nigeria
Design Service Type: Steel Structure Design
Project Type: Factory
Project Status: Complete
Project Location: Nigeria Lagos IBAFO, Lagos, Nigeria, West Africa
Project Grade: Exquisite (3Star-level)
Project Background
the project comprises of 9000 m2 warehouse for cold storage logistics, divided into 6 cold rooms, the steel structure frame and columns provide the flexibility of such a space, the roof sheeting is fixed on secondary steel structure grid, and the walls are masonry built on top of concrete beam over a strip footing.
Project Concept
the project comprises of 9000 m2 warehouse for cold storage logistics, divided into 6 cold rooms, the steel structure frame and columns provide the flexibility of such a space, the roof sheeting is fixed on secondary steel structure grid, and the walls are masonry built on top of concrete beam over a strip footing.
Structural Calculation Specification
Design Criteria • Structural steel members designed as per AISC 360-16 • Cold-formed steel members designed as per AISI S100-16 • Material grades: • HEA600 and IPE550 members are of grade S355 • Remaining HEA and IPE members are of grade S275 • Hollow section and angle members are of grade S235 • Compressive strength of concrete (f’c) is 25 MPa • Loads on structure applied as per ASCE 7-16 and client specification as follows: • Self-weight of the structure 0.7mm corrugated sheets 0.07 kPa 2m
Design Criteria • Structural steel members designed as per AISC 360-16 • Cold-formed steel members designed as per AISI S100-16 • Material grades: • HEA600 and IPE550 members are of grade S355 • Remaining HEA and IPE members are of grade S275 • Hollow section and angle members are of grade S235 • Compressive strength of concrete (f’c) is 25 MPa • Loads on structure applied as per ASCE 7-16 and client specification as follows: • Self-weight of the structure 0.7mm corrugated sheets 0.07 kPa 2m
Design Criteria • Structural steel members designed as per AISC 360-16 • Cold-formed steel members designed as per AISI S100-16 • Material grades: • HEA600 and IPE550 members are of grade S355 • Remaining HEA and IPE members are of grade S275 • Hollow section and angle members are of grade S235 • Compressive strength of concrete (f’c) is 25 MPa • Loads on structure applied as per ASCE 7-16 and client specification as follows: • Self-weight of the structure 0.7mm corrugated sheets 0.07 kPa 2m
Design Criteria • Structural steel members designed as per AISC 360-16 • Cold-formed steel members designed as per AISI S100-16 • Material grades: • HEA600 and IPE550 members are of grade S355 • Remaining HEA and IPE members are of grade S275 • Hollow section and angle members are of grade S235 • Compressive strength of concrete (f’c) is 25 MPa • Loads on structure applied as per ASCE 7-16 and client specification as follows: • Self-weight of the structure 0.7mm corrugated sheets 0.07 kPa 2m
Design Criteria • Structural steel members designed as per AISC 360-16 • Cold-formed steel members designed as per AISI S100-16 • Material grades: • HEA600 and IPE550 members are of grade S355 • Remaining HEA and IPE members are of grade S275 • Hollow section and angle members are of grade S235 • Compressive strength of concrete (f’c) is 25 MPa • Loads on structure applied as per ASCE 7-16 and client specification as follows: • Self-weight of the structure 0.7mm corrugated sheets 0.07 kPa 2m
Design Criteria • Structural steel members designed as per AISC 360-16 • Cold-formed steel members designed as per AISI S100-16 • Material grades: • HEA600 and IPE550 members are of grade S355 • Remaining HEA and IPE members are of grade S275 • Hollow section and angle members are of grade S235 • Compressive strength of concrete (f’c) is 25 MPa • Loads oDesign Criteria • Structural steel members designed as per AISC 360-16 • Cold-formed steel members designed as per AISI S100-16 • Material grade
Design Criteria • Structural steel members designed as per AISC 360-16 • Cold-formed steel members designed as per AISI S100-16 • Material grades: • HEA600 and IPE550 members are of grade S355 • Remaining HEA and IPE members are of grade S275 • Hollow section and angle members are of grade S235 • Compressive strength of concrete (f’c) is 25 MPa • Loads on structure applied as per ASCE 7-16 and client specification as follows: • Self-weight of the structure 0.7mm corrugated sheets 0.07 kPa 2m
Design Criteria • Structural steel members designed as per AISC 360-16 • Cold-formed steel members designed as per AISI S100-16 • Material grades: • HEA600 and IPE550 members are of grade S355 • Remaining HEA and IPE members are of grade S275 • Hollow section and angle members are of grade S235 • Compressive strength of concrete (f’c) is 25 MPa • Loads on structure applied as per ASCE 7-16 and client specification as follows: • Self-weight of the structure 0.7mm corrugated sheets 0.07 kPa 2m
Design Criteria • Structural steel members designed as per AISC 360-16 • Cold-formed steel members designed as per AISI S100-16 • Material grades: • HEA600 and IPE550 members are of grade S355 • Remaining HEA and IPE members are of grade S275 • Hollow section and angle members are of grade S235 • Compressive strength of concrete (f’c) is 25 MPa • Loads on structure applied as per ASCE 7-16 and client specification as follows: • Self-weight of the structure 0.7mm corrugated sheets 0.07 kPa 2m
Design Criteria • Structural steel members designed as per AISC 360-16 • Cold-formed steel members designed as per AISI S100-16 • Material grades: • HEA600 and IPE550 members are of grade S355 • Remaining HEA and IPE members are of grade S275 • Hollow section and angle members are of grade S235 • Compressive strength of concrete (f’c) is 25 MPa • Loads on structure applied as per ASCE 7-16 and client specification as follows: • Self-weight of the structure 0.7mm corrugated sheets 0.07 kPa 2m
Design Criteria • Structural steel members designed as per AISC 360-16 • Cold-formed steel members designed as per AISI S100-16 • Material grades: • HEA600 and IPE550 members are of grade S355 • Remaining HEA and IPE members are of grade S275 • Hollow section and angle members are of grade S235 • Compressive strength of concrete (f’c) is 25 MPa • Loads on structure applied as per ASCE 7-16 and client specification as follows: • Self-weight of the structure 0.7mm corrugated sheets 0.07 kPa 2m
Design Criteria • Structural steel members designed as per AISC 360-16 • Cold-formed steel members designed as per AISI S100-16 • Material grades: • HEA600 and IPE550 members are of grade S355 • Remaining HEA and IPE members are of grade S275 • Hollow section and angle members are of grade S235 • Compressive strength of concrete (f’c) is 25 MPa • Loads on structure applied as per ASCE 7-16 and client specification as follows: • Self-weight of the structure 0.7mm corrugated sheets 0.07 kPa 2m
Design Criteria • Structural steel members designed as per AISC 360-16 • Cold-formed steel members designed as per AISI S100-16 • Material grades: • HEA600 and IPE550 members are of grade S355 • Remaining HEA and IPE members are of grade S275 • Hollow section and angle members are of grade S235 • Compressive strength of concrete (f’c) is 25 MPa • Loads on structure applied as per ASCE 7-16 and client specification as follows: • Self-weight of the structure 0.7mm corrugated sheets 0.07 kPa 2m
Design Criteria • Structural steel members designed as per AISC 360-16 • Cold-formed steel members designed as per AISI S100-16 • Material grades: • HEA600 and IPE550 members are of grade S355 • Remaining HEA and IPE members are of grade S275 • Hollow section and angle members are of grade S235 • Compressive strength of concrete (f’c) is 25 MPa • Loads on structure applied as per ASCE 7-16 and client specification as follows: • Self-weight of the structure 0.7mm corrugated sheets 0.07 kPa 2m
Design Criteria • Structural steel members designed as per AISC 360-16 • Cold-formed steel members designed as per AISI S100-16 • Material grades: • HEA600 and IPE550 members are of grade S355 • Remaining HEA and IPE members are of grade S275 • Hollow section and angle members are of grade S235 • Compressive strength of concrete (f’c) is 25 MPa • Loads on structure applied as per ASCE 7-16 and client specification as follows: • Self-weight of the structure 0.7mm corrugated sheets 0.07 kPa 2m
Design Criteria • Structural steel members designed as per AISC 360-16 • Cold-formed steel members designed as per AISI S100-16 • Material grades: • HEA600 and IPE550 members are of grade S355 • Remaining HEA and IPE members are of grade S275 • Hollow section and angle members are of grade S235 • Compressive strength of concrete (f’c) is 25 MPa • Loads on structure applied as per ASCE 7-16 and client specification as follows: • Self-weight of the structure 0.7mm corrugated sheets 0.07 kPa 2m
Design Criteria • Structural steel members designed as per AISC 360-16 • Cold-formed steel members designed as per AISI S100-16 • Material grades: • HEA600 and IPE550 members are of grade S355 • Remaining HEA and IPE members are of grade S275 • Hollow section and angle members are of grade S235 • Compressive strength of concrete (f’c) is 25 MPa • Loads on structure applied as per ASCE 7-16 and client specification as follows: • Self-weight of the structure 0.7mm corrugated sheets 0.07 kPa 2m
Framing Structure Drawing
Design Criteria • Structural steel members designed as per AISC 360-16 • Cold-formed steel members designed as per AISI S100-16 • Material grades: • HEA600 and IPE550 members are of grade S355 • Remaining HEA and IPE members are of grade S275 • Hollow section and angle members are of grade S235 • Compressive strength of concrete (f’c) is 25 MPa • Loads on structure applied as per ASCE 7-16 and client specification as follows: • Self-weight of the structure 0.7mm corrugated sheets 0.07 kPa 2m
Scheme Design
design of footing is based on the geotechnical report provided by the specialist geotechnical company .
the project comprises of 9000 m2 warehouse for cold storage logistics, divided into 6 cold rooms, the steel structure frame and columns provide the flexibility of such a space, the roof sheeting is fixed on secondary steel structure grid, and the walls are masonry built on top of concrete beam over a strip footing.
Renderings
the facility has in additional to the steel structure warehouse , other buildings such as offices , staff accommodation , garages, and services.
Construction Drawings
3D White Model(Photo)
NIGERIA seismic exposure is negligible , a strip footing under the warehouse steel columns is utilized , whereas the main slab on grade rests on engineered backfill.
Seismic Design
NIGERIA seismic exposure is negligible , a strip footing under the warehouse steel columns is utilized , whereas the main slab on grade rests on engineered backfill.
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