EXAMPLE 10. OPTIMIZATION OF REINFORCED CONCRETE CONSTRUCTION

EXAMPLE 10: 'OPTIMISATION' 23 For this example, no design limits are defined for the beams. 3) For the next two sections 2D and 3D Surface detailed description can be found in the relevant user manual. 4) In the Slabs section you create a group where you include slabs that have the same thickness and belong to the same floor.