BIM PROJECTS Allplan Scia Engineer Timber structures Glue

BIM PROJECTS Allplan & Scia Engineer

Timber structures • Glue laminated structure designed with Scia Engineer • Timber connections calculated with Frilo Statik • Detailing with Allplan

Summer altar – Bucharest, Romania Structure: Glue laminated timber arches Geometry: 18 m span, 10 m height Software used: Scia Engineer, Allplan Engineering

Analysis model – Scia Engineer

Design according to Eurocode • • Loads according to EC 1, EC 8 Automatic combinations according to EC 0 Autodesign according to EC 5 Timber connection calculation using Frilo Statik Calculation report link

Structural model – Allplan Engineering

Execution details – Allplan Engineering

Site photo/Final product

Church Roof Design- Baia Mare Structure: Glue laminated timber arches with steel connections Geometry: 1500 sq m, 2 domes Software used: Arhicad, Scia Engineer, Allplan Engineering

Architectural model - Archi. CAD

Analysis Model – Scia Engineer Wind distribution

Analysis Model – Scia Engineer Global displacements

Structural Model – Allplan Engineering Full 3 D roof model including connections

Exhibition showroom – Lyon, France

Analysis model – Scia Engineer

Steel Structures • • Steel halls Showrooms Slender structures (Solar pannels) Silo Roofs

Sanovita production Hall – Ramnicu Valcea, Romania

Analysis Model – Scia Engineer

Scia functionalities used • • • Steel elements design according to EC 1993 -1 Connection design according to EC 1993 -8 Automatic climatic loads Composite slab design according to EC 1994 -1 Pad foundation design

Structural Model - Allplan Engineering

Analysis Model – Scia Engineer

3 D displacements

Structural Model – Allplan Engineering

Solar Pannels structure – Timis, Romania • Cold form checks • Full 3 D realistic Analysis model with complex class 4 cross-sections

Anlysis model – Scia Engineer

Stress distribution on 3 D deformed shape

Concrete structures • • • Full 3 D model with infrastructure Seismic design 3 D Reinforcement FEM based reinforcement Foundation design

Hospital – Basrah, Iraq G+7 F with deep foundation

Structural model – Allplan Engineering

Analysis model– Scia Engineer

3 D Displacements

Water Tower V = 60 cubic meter tank H=32. 5 m • Full 3 D structural model with foundations • Full 3 D reinforcement model • Full MEF Model with shells • Designed according to EC 2 and EC 8