8A. ANALYSIS Part 1: NEW BUILDINGS

CHAPTER 8A 'ANALYSIS' 47 In the Slots field, select for each direction the case that is appropriate for the specific study and that is defined by the EPC. In addition, the researcher can choose the Type Distribution of seismic force between The CANOPE key is used when in the Upper Eigenmodes Influence Check of paragraph 5.7.2 (b) of CAN.EPE. described in detail in the chapter "§ Upper Eigenmodes Influence Check". For the criteria for exemption from the structural adequacy test for existing buildings, see: "Criteria for exemption from the structural adequacy inspection of existing buildings, according Government Gazette 350/17-2-2016", p. 25. 1.S6.§ How to calculate the seismic coefficient q The selection of the "Seismic Coefficient q" and the "Type of Construction" requires complex calculations. SCADAPro gives the scholar the possibility to get rid of them. So, fill in all the previous fields and leave the fields blank: and as they are. Select "OK" and with "Automatic Process" perform a first analysis.