EXAMPLE 11. MASONRY WITH THE EQUAL FRAME METHOD

PARADEIGMA 11: " MASONRY M.I.P." 28 movement of each performance level dt and must of course be greater, i.e. the requirement (target) is less than the "resistance". In our example 4. VALUATION OF THE M.I.P. Within the field of sizing and after calculating the combination of the inelastic analysis in Parameters, through the command Valuation of M.I.P.the possibility of placing reinforcements on walls that have been simulated with the equivalent frames. The dialog box is similar to the one for load-bearing masonry with finite surface elements.