EXAMPLE 1. NEW BUILDING DESIGN FROM REINFORCED CONCRETE

EXAMPLE 1: 'REINFORCED CONCRETE CONSTRUCTION STUDY' 6 GENERAL DESCRIPTION 1.1 Geometry The building under study consists of a basement and four above-ground floors. A portion of the basement is surrounded by walls and the fourth floor includes a sloping section. The foundation is mixed and consists of a section with footings, footings and connecting beams and a section with a cavity foundation. 2 different floor plans will be used to create the static carrier. 1.2 Materials For the construction of all members of the structure, concrete of quality C20/25 and for the reinforcement B500C quality steel. 1.3 Regulations Eurocode 8 (EC8, EN1998) for seismic loads. Eurocode 2 (EC2, EN1992) for the dimensioning of concrete elements. 1.4 Loading - analysis assumptions Dynamic Spectral Method with homosynchronous torsional pairs. The loadings according to the above analysis method in SCADA Pro are as follows: (1) G (permanent) (2) Q (mobile) (3) EX (epicyclic loads, earthquake forces at XI, from dynamic analysis). (4) EZ (epicyclic loads, ZII earthquake forces, from dynamic analysis).