EXAMPLE 6. BUILDING VALUATION & REDESIGN STUDY

EXAMPLE 6: "STUDY FOR THE VALUATION AND REDESIGN OF A BUILDING ACCORDING TO THE CANC. 102 In the above example for all inelastic analyses, elements (D: Beams, K: Columns, S: Total) have failed in all distributions and combinations for the first performance level (DL), for some combinations in the second (SD) and even less in the third (NC). In the "Print" column you select which inelastic analysis(s) to include in the study booklet. By selecting a line with the mouse and pressing the "Preview Controls" button, the results for the specific analysis are displayed in detail : OBSERVATION: • The printout of the section adequacy checks in terms of deformation now shows in detail the quantities (Ci and the rest) used for the calculation of the targeted displacement and the check at the level of the girder: • Control at operator level