8B. ANALYSIS PART 2

CHAPTER 8B 'ANALYSIS' 88 This table gives you, each inelastic analysis that has been performed, the total number of beams and columns that are not sufficient IN LIMITS OF LIMITATION, for each performance level. 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. Automatically opens a file that, for "active analysis". includes the results of the checks: • VERIFICATION OF CARRIER ADEQUACY IN TERMS OF DEFORMATIONS • CONTROL OF DIAGRAMMING EFFICIENCY IN LIMITS OF INTERFERENCE for: Beams (Type of Analysis - Distribution) Poles (Type of Analysis - Distribution) • CONTROL OF THE SUFFICIENCY OF THE CUTTING TOOLS Beams (Type of Analysis - Distribution) Poles (Type of Analysis - Distribution) • CHECKING THE ADEQUACY OF WALL FILLINGS IN TERMS OF DEFORMATIONS