EXAMPLE 3. NON-STANDARD STUDY METAL CONSTRUCTION

EXAMPLE 3: 'DESIGN OF A METAL STRUCTURE' 40 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 to enter 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)