Residential complex
Reinforced concrete frames of two adjoining apartment buildings, one G+4, the other G+5 with a mezzanine, each over a basement.
Structural engineering for reinforced concrete and steel buildings: design, member sizing and construction drawings, all developed on the BIM model.
Reinforced concrete frames of two adjoining apartment buildings, one G+4, the other G+5 with a mezzanine, each over a basement.
Steel structure of a hangar spanning twenty metres, some forty metres long and seven metres high at the ridge: portal frames, bracing and bolted connections, down to the column bases.
Reinforced concrete frame of a public building nearly fifty metres long, G+2.
Reinforced concrete frame of a mosque on three levels, including a basement, crowned by a dome, together with a minaret rising to nearly twenty metres.
The BIM model and the calculation report draw on the same data. This common basis removes any gap between the model, the calculations and the drawings issued to site.
Every check carries the reference of the clause it relies on. A calculation report must be open to review and challenge, clause by clause.
Allowable bearing pressure, concrete class, cover, seismic category: the assumptions are stated at the top of the report.
Dated revisions, recorded assumptions, readable calculation sheets. A calculation that cannot be picked up again six months later has no value.
Residential and office buildings, public facilities and places of worship, underground structures and tanks. From basement to roof, foundations included.
Industrial halls, hangars and long-span roofs, as well as hybrid structures combining a steel frame with a concrete structure.