EXAMPLE 1. NEW BUILDING DESIGN FROM REINFORCED CONCRETE

EXAMPLE 1: 'REINFORCED CONCRETE CONSTRUCTION STUDY' 83 A new command that allows the recalculation of all the sizes provided by the CEE for all members of the design and is used in cases where the strength of the materials is changed while the reinforcement has been placed according to the existing situation. Combinations Regardless of the material, a prerequisite for sizing is the calculation of combinations. The selection of the .cmb file of the combinations registered by the analysis is either: - from the list with automatic calculation - through the command where, from within the study folder, you select from the registered the file the of combinations of with the which will dimension and then use the button to make the calculation. Depending on the case and the conditions that are met, you can use either the combinations of static or dynamic to dimension the superstructure (as long as in the analysis you have "opened" the springs (not the footing)). You can also have run analyses with scenarios of different codes (e.g. EAK and EC8) and by dimensioning with the respective combinations you can see the differences that result. In the "Combinations" field the list of all combinations is displayed. In the field "Level coefficients"