2. MODELING

CHAPTER 2 "MODELLING" 92 Application in SCADA Pro Retrofit: Show Pushover Results : each step of the analysis is done in 2 stages, in 1 o the pushover bars are identified, and in 2 o the analysis is repeated ignoring the first ones from the model. Those ignored by the model are shown in the deformation state of the beam in light blue. ❖ The next section concerns the creation of the skeletal diagram trends - deformations of the wall filling. Here and in the corresponding fields you define, for the unreinforced masonry, the reduced yield stress εy and the reduced deformation quasi-uncertainty eu according to the CEEAM. The skeletal diagram is automatically selected in the graph. In the case of reinforced masonry, the values εy and εu are calculated automatically. In both cases the values can be optionally modified by the designer. The coefficient a as shown in the graph is the percentage of residual strength after fracture and applies only to reinforced masonry as well as the reduced strain of complete failure e'u. Finally, the module ❖ contains, for the parameters mentioned above, the results of the selections, as well as the final design compressive strength of the diagonal crusher, the corresponding modulus of elasticity, the cross-sectional area Ak of the diagonal bars and their length L. Clicking OK automatically creates the two diagonal bars in the facet. The wall fillers can be inserted either on the floor plan of each floor, or on the vector in 3D.