EXAMPLE 4. METAL STUDY CONSTRUCTION WITH 3D DWG

EXAMPLE: 'DESIGN OF METAL CONSTRUCTION' 31 Finally, it is worth noting that if the walls are correctly defined, there is NO need to define the levels. We simply select each wall and pressing the "Allocation" button makes and simultaneously displays the allocation to the linear members belonging to that wall. The same applies to roofs that, attention is on one level. For the rest of them (e.g. two-plane roofs), however, the procedure of defining the individual planes described above is needed. NOTE : Pressing , the zones for all the zones are reset. members of all facades of the building, while with the , only the zones of the members of the selected wall or roof are reset. 3.1.7 Results Last command, the "Results" command. In the dialog box, in the "Load Performance" field there are two sections; - the wind loads, 4 loads for each of the 4 directions, for a total of 16 loads, and - snow loads, 3 loads for typical snowfall (random action applied in Greece). The numbers shown in the fields are the numbers of the loadings.