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.
Geological Surveys,Seismic Grade and Engineering Calculations
design of footing is based on the geotechnical report provided by the specialist geotechnical company .
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
Concept Design
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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