LOW FLOOR SAFETY VALUE IN THE SHELL SOLUTION OF PANELS

[Ahmet Sahin]

1. First, I solved a project without checking the shell and floodplain boxes in the basement curtains adjustment section, and then I solved them with a tick. As a result, the ground safety limit values differed about half. Is this situation healthy? 2. In the case of two different slabs stuck to a slab in one direction, the beam loads report, for example, shows K1(1) ,K(2) loadings and shows the self load and wall load on the beam in both loads. In this case, the self load and wall loads on the beam are taken twice.

 

[admin]

1. It would not be healthy to generalize on this issue. Such a difference may occur in some systems, and not in others. If you add your project, we will examine it in detail. In general, when the walls are shell modeled, the interaction of the floor effect with the raft is modeled more realistically. Since the loads will act together with the local (inside) deformations of the wall in the area of the wall base, the raft slabs are less difficult. 2. Loads are received once. The situation you wrote is related to the notation as the beam is segmented. If you pay attention in the report, the beam loads are printed in t/m, that is, the total length of the beam, not the number of pieces, determines the load it receives.