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.
Project Highlights
design of footing is based on the geotechnical report provided by the specialist geotechnical company .
Partial Safety Factor for Loads
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
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 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
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
Scheme 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
seismic exposure in Nigeria is negligible ,the design is approached accordingly for both safety and cost efficiency.
Comments
Feedback from Buyer