76 Southbank | IBM Buildings
Ibm 23
Ibm 23

Location: 76 Upper Ground, South bank of the River Thames, London
Client: Keltbray

Location: 76 Upper Ground, South bank of the River Thames, London
Client: Keltbray
CapabilitiesCapabilities

  • Buildings
  • Demolition
  • Adaptive Re-use
  • Cut and Carve
  • Structural Engineering
  • Geotechnics
  • Construction Method Engineering
  • Temporary works

  • Buildings
  • Demolition
  • Adaptive Re-use
  • Cut and Carve
  • Structural Engineering
  • Geotechnics
  • Construction Method Engineering
  • Temporary works
SummarySummary
76 Southbank is the considered transformation of a Grade II listed icon. Created by eminent British Architect, Sir Denys Lasdun, 76 Southbank is one of the world’s finest examples of Brutalism design. It sits alongside his other masterpiece, The National Theatre, in what has become one of London’s most creative and cultural districts.

The project involved partial demolition and re-purposing of elements of the existing structure, creating 300,000 sqft of river office space, retaining 80% of the existing structure, achieving net zero carbon development in both construction and operation.
76 Southbank is the considered transformation of a Grade II listed icon. Created by eminent British Architect, Sir Denys Lasdun, 76 Southbank is one of the world’s finest examples of Brutalism design. It sits alongside his other masterpiece, The National Theatre, in what has become one of London’s most creative and cultural districts.

The project involved partial demolition and re-purposing of elements of the existing structure, creating 300,000 sqft of river office space, retaining 80% of the existing structure, achieving net zero carbon development in both construction and operation.
Delivering valueDelivering value
The Wentworth team collaborated closely with Keltbray to detail the structural steelwork, including designing steel-to-steel connections and providing comprehensive fabrication details. Through coordination and innovative engineering structural capacity was ensured without compromising architectural requirements.
The Wentworth team collaborated closely with Keltbray to detail the structural steelwork, including designing steel-to-steel connections and providing comprehensive fabrication details. Through coordination and innovative engineering structural capacity was ensured without compromising architectural requirements.
Key scopeKey scope
The design scope included 3D models generated in Tekla Structures, general arrangement drawings for approval based on an IFC model exported from the master Revit model, typical detail drawings for approval, and fabrication packages including all assembly and single-part drawings, material reports, and NC files. Particular requirements included:


  • Remedials: Wentworth was tasked with resolving several remedial issues, including the hanging column at Level 02, which was 30mm out of plumb. While structurally sound, the architect requested a remedial solution. We proposed a welded plate-to-plate splice, addressing challenges from the shifted position.
  • Level 3 Hanging Steel: The model was based on the client's IFC and adapted to fit existing concrete elements. Wentworth collaborated with Keltbray to adjust the steel-to-concrete connections and resolve alignment issues with minimal delays. This process highlighted the importance of thorough survey verification for accurate setting-out.
The design scope included 3D models generated in Tekla Structures, general arrangement drawings for approval based on an IFC model exported from the master Revit model, typical detail drawings for approval, and fabrication packages including all assembly and single-part drawings, material reports, and NC files. Particular requirements included:


  • Remedials: Wentworth was tasked with resolving several remedial issues, including the hanging column at Level 02, which was 30mm out of plumb. While structurally sound, the architect requested a remedial solution. We proposed a welded plate-to-plate splice, addressing challenges from the shifted position.
  • Level 3 Hanging Steel: The model was based on the client's IFC and adapted to fit existing concrete elements. Wentworth collaborated with Keltbray to adjust the steel-to-concrete connections and resolve alignment issues with minimal delays. This process highlighted the importance of thorough survey verification for accurate setting-out.
Key Challenges and SolutionsKey Challenges and Solutions

  • Façade panels removal and lifting with bespoke lifting brackets, to be reused after demolition.
  • Foundation design for welfare offices in a constrained environment, ensuring the underlying Thames Water Sewer remained intact.
  • Observational method implemented for the basement propping, minimising the temporary works and therefore speeding up the construction and decreasing the costs.

  • Façade panels removal and lifting with bespoke lifting brackets, to be reused after demolition.
  • Foundation design for welfare offices in a constrained environment, ensuring the underlying Thames Water Sewer remained intact.
  • Observational method implemented for the basement propping, minimising the temporary works and therefore speeding up the construction and decreasing the costs.