The FOK Complex 2016 program is intended for designing free-standing foundations for columns of frame buildings on a natural, pile driven and pile-drilled foundation, for designing foundations for the walls of frameless buildings on a natural and pile foundation, as well as designing (checking) gravity retaining walls and retaining walls made of bored piles and sheet piles of other design on personal computers.
FOK Complex 2016 implements all the features of the predecessor programs FOK + LENT-PK 2010 and FOK PK Parus 2006.
The following new features have been implemented in FOK Complex 2016:
On one plan, it is possible to set and design both stand-alone foundations for columns, strip sections with their combination into one complex, taking into account their mutual influence, as well as corner-type retaining walls and from bored piles or sheet piles of a different design.
Import loads into an existing file from source data files generated earlier, for example, by other calculation programs.
The initial information is supplemented by entering basement data on the plan, which makes it possible to automatically generate basement data for each foundation and retaining walls on the plan.
Accounting for hydrostatic water pressure when the groundwater level is above the sole.
Calculation of the foundation on a natural basis for shear along the sole.
Sets the cover for the bored pile reinforcement.
The load on the retaining walls is possible both as a continuous load on the ground and from a mobile vehicle.
Formation of drawings of corner retaining walls.
Design of retaining walls from bored piles, taking into account the phased excavation of the excavation.
It is possible to set up to 200 corner retaining walls and 200 bored pile retaining walls on the plan, while drawings of non-repeating retaining walls and bored piles are generated. In this version of the program, the drawing of retaining walls on the plans of the complex is not implemented.
The possibility of designing according to the updated SNiP 2011, put into effect in the Russian Federation, and according to DBN, put into effect in Ukraine.
Design (selection) of foundations:
decision criterion - the minimum cost of the structure;
seismicity of the construction area up to 9 points;
subsidence and permafrost soils, groundwater, multilayer base;
up to 4 different types of columns on the pedestal;
loads from columns, additional loads, loads on the ground;
determination according to SP 50-102-2003 or DBN V.2.1-10-2009 Zmina No. 1 of the permissible load on the pile;
restrictions on the development of the slab part of the foundation in plan, basement;
taking into account the separation of a part of the sole;
pile bush from 2 piles with an ordinary or staggered arrangement of piles;
the possibility of reinforcing the foundation with individual rods;
monolithic or prefabricated solution of the slab part of the strip foundation;
installation of monolithic belts or reinforced seams in a strip foundation;
layout of foundation blocks with a prefabricated wall element;
placement of piles in a strip pile foundation;
checking the opening of normal cracks in bored piles and driven piles;
reinforcement with reinforcing meshes or individual rods;
open user base of foundations, creation of a base according to calculation data;
control of the difference in the settlement of the foundations of the building, taking into account the mutual influence;
unification of the stand-alone foundations of the building and the slab part of strip foundations on a natural foundation;
unification of reinforcing bar diameters used for reinforcing.
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