EXAMPLE 6. BUILDING VALUATION & REDESIGN STUDY

EXAMPLE 6: "STUDY FOR THE VALUATION AND REDESIGN OF A BUILDING ACCORDING TO THE CANC. 105 OBSERVATION: Two points are highlighted: A prerequisite for calculation of this strength and for performance of the test respectively, is that a bending failure has occurred, i.e. a plastic joint has been created in the limb under test. The second condition for performing the check is that the shear failure of the flexure has not preceded the bending failure (i.e. the end must not have a "square" lit). If the shear failure has preceded the bending failure, the test is not performed at all. So when you do not see a value in the corresponding field, it means that the above conditions do not apply. OBSERVATION: At the end of this file and if you have selected to include the wall infills in the scenario parameters, the results of the adequacy check in terms of deformations for each wall infill are displayed. No results are shown for the tension bars because they are not taken into account in the construction model. In addition to the above printout, a file named "TOIXPL_DAT.txt" is created in the analysis scenario folder, which contains the data of the types wall fillings used and then the data of the wall fillings per facet. The general folder for the analysis scripts is the subfolder named "scaanal" within your study folder and the script is identified by its serial number.