EXAMPLE 2. FORMAL STUDY METAL CONSTRUCTION

EXAMPLE 2: 'DESIGN OF A METAL STRUCTURE' 33 so that when entering data, all sections are given the correct grades and reinforced with the corresponding steel. SCADA Pro allows you to choose between the following analysis scenarios: For Greece: ELASTIC - UNELASTIC - EAK Static Simplified spectral analysis - EAK Dynamic-eti Dynamic spectral analysis with homologues torsional pairs - EAK Dynamic Dynamic spectral analysis with shifting of the masses - Old 1959-84 Seismic analysis based on the regulation of 1959 - Old 1984-93 Seismic analysis based on the regulation of 1984 - static Analysis without the participation of seismic actions - EC 8 Greek static Structural analysis based on Eurocode 8 and the Greek Appendix - EC8 Greek dynamic Dynamic analysis based on Eurocode 8 and the Greek Appendix - EC 8 English Pre-test Static Pre-testing based on the CAN.EPE - EC8 Greek Pre-Control Dynamic Pre-testing based on the CAN.EPE - EC 8 Greek Time History Linear Static analysis based on Erocode 8 - EC 8 Greek Time History Non Linear Dynamic analysis based on the Eurocode 8 - EC 8 English Elasticity Anelastic seismic analysis based on the 8 or the EDPC. For overseas: ELASTIC - UNELASTIC - NTC 2008 Seismic analysis based on the Italian regulation of 2008 - EC8 Italy Seismic analysis based on Erocode 8 and the Italian Appendix - EC8 Cyprus Seismic analysis based on Erocode 8 and the Cyprus Appendix - EC8 Austrian Seismic analysis based on Eurocode 8 and the Austrian Appendix - EC8 General Seismic analysis based on Eurocode 8 without appendices (with possibility typing values and coefficients) - EC 8 General Resilient Anelastic seismic analysis with basis Eurocode 8 - SBC 301 Seismic analysis with based on the code of Saudi Arabia (SBC 301)