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

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