First Articulation Model of Nicolas Frame
We seek to maintain stability with the isostatic frame designed.
To solve the problems of cracks in the structure, it is necessary to release the structure, by allowing its movement.
The phenomenon of differential settlement arises from the nature of the soil, the presence or absence of the water table and other factors.
The loads taken into consideration are due to the dead weight and the wind loads.
It is necessary also to design the profile of the frames with the predicted displacement/ differential settlement.
A model taking into consideration the profile of the bars, the type of joints at the intersection, helps to estimate the stresses, the displacement of the structure and its deformation.
Solves cracks in a residential pavilion or office building, by treating differential settlement between the foundation of each support.
Kerto LVL S-beamKerto LVL S-columnKerto LVL S-frame
Making pavilion everlasting, puzzled constructed, re-used for other projects, and by that being more sustainable.
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