EXAMPLE 10. OPTIMIZATION OF REINFORCED CONCRETE CONSTRUCTION

EXAMPLE 10: 'OPTIMISATION' 17 3) The next two sections deal with finite surface element cross sections "Surface 3D" and "Surface 2D" . This example does not contain surface elements and is therefore omitted. The mode of operation is the same in both cases and is explained in detail in the respective user manual. 4) The last section "Slabs" concerns conventional slabs. The choice here can be made in two ways. With the appearance of the list, where it includes all the plates of the construction. The categorization of the cross-sections is based on two criteria: • The floor • The different thickness In the list the name of the floor is given, then in brackets the elevation of the level and finally the thickness h of the slab.