EXAMPLE 6. BUILDING VALUATION & REDESIGN STUDY

EXAMPLE 6: "STUDY FOR THE VALUATION AND REDESIGN OF A BUILDING ACCORDING TO THE CANC. 125 So after the above parameters are selected, run the script. The "Default" combinations are automatically created and saved. You will use this file for sizing the reinforcements. Selecting " Checks " again displays all the checks, including the analysis selection criteria, but what is of interest is only the following deficiency indicator check. This table summarises the elements that fail and need to be strengthened. The above check of the indicators of inadequacy is done in terms of intensive quantities (bending moments). The program calculates the bending indices λ for all structural elements (flat and flattened). At the same time, however, the categorisation of the elements into flat and loose elements is done. Based on the CEE, 3 criteria of fishiness are applied and if even one of the 3 is valid, the element is defined as fishy and the corresponding inadequacy index λ is calculated based on the shear forces. This calculation is done regardless of whether the method of analysis is (m) or (q). A detailed presentation of the elements that fail and the analytical results of the sandy elements and the flat elements are presented in the section of the prints.