<- Back To Projects
Hero Image for Newington Causeway Phase 1 - Chartered and structural engineers, Residential Engineers, Residential & Apartment block structural engineers, Commercial Structural Engineers, Structural engineering surrey, Structural Engineers, Structural Engineering firm, RWP, School design structural engineers, Structural engineering Dorking, Commercial Engineers, Qualified structural engineers
Image number 0 for Projects - RWP structural engineers, Structural engineering Dorking, RWP, Qualified structural engineers, Residential & Apartment block structural engineers, Commercial Structural Engineers, Chartered and structural engineers, Structural Engineers, Residential Engineers, Residential Structural Engineers, Concrete structure engineers, Structural engineering surrey
Image number 1 for Projects - Residential & Apartment block structural engineers, School design structural engineers, Structural engineering Dorking, RWP, Structural Engineering firm, Qualified structural engineers, Residential Structural Engineers, Structural engineering surrey, Commercial Engineers, Structural Engineers, RWP structural engineers, Concrete structure engineers
Image number 2 for Projects - Structural engineering surrey, Structural engineering Dorking, Residential Engineers, School design structural engineers, Structural Engineering firm, Commercial Engineers, Residential & Apartment block structural engineers, Commercial Structural Engineers, RWP structural engineers, Residential Structural Engineers, Concrete structure engineers, Chartered and structural engineers

Newington Causeway Phase 1

Client: Executive developments ltd

Architect: Panter Hudspith

Location: London


This building was 21 storey over a six meter basement built adjacent to Network rail viaduct at 2nd floor level and on the other boundary was the Northern line tube approximately 13.0 meters below ground level.


The structure on plan was only 19.0 meters by 13.0 meters width with the front portion of the building being a five-meter cantilever from level 2. Due to layout we could only have two internal main walls with an offset stability shaft on the perimeter, with no other internal structure. For such a slender high building this called upon all our engineering expertise to overcome sway and stability issues. Also, we were addressing tube line and network rail engineering and monitoring requirements. The frame is in-situ concrete with 225 thick slabs designed in SCIA FE analysis. (at that time known as Esa prima)

Image number 0 for Projects - Chartered and structural engineers, Residential Engineers, Residential & Apartment block structural engineers, Commercial Structural Engineers, Structural engineering surrey, Structural Engineers, Structural Engineering firm, RWP, School design structural engineers, Structural engineering Dorking, Commercial Engineers, Qualified structural engineers
Image number 1 for Projects - Residential & Apartment block structural engineers, Structural Engineering firm, Residential Engineers, Commercial Engineers, RWP, Structural Engineers, Structural engineering surrey, Commercial Structural Engineers, Structural engineering Dorking, Qualified structural engineers, Chartered and structural engineers, Concrete structure engineers
Image number 2 for Projects - Chartered and structural engineers, RWP structural engineers, Structural Engineers, School design structural engineers, Structural Engineering firm, Structural engineering surrey, Residential Engineers, Commercial Structural Engineers, Residential Structural Engineers, Qualified structural engineers, Structural engineering Dorking, RWP