Mordue Engineering - Structural Engineering Consultants

Commercial

Plenty Valley Christian College

Design comprised a large single storey steel framed building. Project was undertaken with a full collaboration between all disciplines using REVIT (Structural, Architectural and MEP).  (Peter Lyall Architects and Wood & Grieve Engineers)

   
 

Alphington Grammar School

Design comprised a large steel framed multipurpose hall including surrounding outbuildings and a three storey large span RC concrete classroom extension. Project was undertaken with a collaboration between Structural and Architectural disciplines using REVIT.  (Hayball Pty Ltd)

 

   

Box Hill Student Accomodation

Four storey student accommodation building with on grade car parking. Project was undertaken with a full collaboration between all disciplines using REVIT (Structural, Architectural and MEP).  (Hayball Pty Ltd)

 

 

Community Housing, Fitzroy

Four storey community housing development in Gertrude St, Fitzroy. (Stoll Long Architects)

 

   

Residential and office development, Blackburn Rd

Three storey residential development combined with a four storey office development in Blackburn Road, Notting Hill. (JAM Architects)

 

 

See Apartments South Yarra

Icon's See, a 12 story apartment building above a single story basement carpark. (Simon Sokes Architect & ICON Construction)

 

   

Royal Children’s Hospital Redevelopment

Parkville, Melbourne. $1B redevelopment of the Royal Children’s Hospital in Melbourne. Providing the project’s lead structural engineer (Robert Mordue).

 

 

South Yarra Office Refurbishment

Alterations to existing concrete building and design of additional two storey office space over existing building. (Inarc Architects)

 

   

Barkley Hotel Redevelopment

Redevelopment of the Barkley Hotel including six storey tower including mixed use commercial space and residential apartments. (Stoll Long Architects)

 

 

Hallam Warehouses

Two storey 9,000m2 warehouse and 2,500m2 single storey warehouse connected via 2,300m2 covered loading area. Constructed on sloping site with 11m high bored pier retaining wall built using staged excavation to avoid ground anchors. (McLauchlan & Associates)