8B. ANALYSIS PART 2

CHAPTER 8B 'ANALYSIS' 105 In the latest version of SCADA Pro, the Secondary Pre-Earthquake Control has been integrated (Government Gazette 3134/21-6-2022). The programme applies to: • only for the Elastic Static and Elastic Dynamic scenarios and • only for method q for performance level B . A summary of the process : • Introduction of the carrier and its loads • * Execution of a Eurocode scenario to do the sizing • *Dimensioning as "Existing" and adjustment of reinforcements only of the poles level down. For example, if there is a basement, the bottom level is 1 h level and therefore the poles starting from level 1 and ending at level 2 will be dimensioned, i.e. the poles of level 2 will be dimensioned in plan view. • *Calculation of interaction diagrams of only these poles • Running the Elastic Static and Elastic Dynamic scenario and only for the method q for performance level B • Execution of the "Secondary Control" command OBSERVATION: *It is also possible to perform the DPE without taking into account at all the vertical and transverse reinforcements of the columns when no data is available for them. In this case, there are two possibilities for calculating the strengths: 1. No sizing to be performed: where the strengths to be taken as those of the data input 2. Perform a dimensioning with Existing Material : where the strengths will be those of the existing material and then check the following option: