EXAMPLE 6. BUILDING VALUATION & REDESIGN STUDY

EXAMPLE 6: "STUDY FOR THE VALUATION AND REDESIGN OF A BUILDING ACCORDING TO THE CANC. 128 4(b) STEP 4: ENCOUNTERS With regard to the introduction and sizing of reinforcements, the same applies as in the section on inelastic analysis, with attention to the following points: The basic requirement for sizing reinforcements by elastic analysis is the selection and calculation of the combinations stored in the previous step. With regard to the sheathing of columns necessary condition for the execution of checks is in the field of stations performativity, is to click on the option with asterisks. Regarding the choice of asterisks in the editors of dikes and poles regarding the intensive sizes for the reinforcement check: the option reads with first priority the intensities of the last scenario where the checks appeared in the analysis and with second priority the intensities of the combinations you loaded in the dimensioning. A similar choice shall be made for the IOP-Fragments of the columns And in the beams you make the same selection, in the beams editor After inserting the reinforcements and calculating the new strength moments * you return to the Analysis section, run the elastic analysis scenario and see again the λ ratios of the elements.