Using the Footings module, CYPECAD and CYPE 3D can design foundations resolved using rigid reinforced concrete footings or rigid mass concrete footings. These may be single column or shear wall footings or combined footings with several columns and/or shear walls bearing on them, their arrangement left to the user’s choice. This module also designs strap and tie beams between footings, and in the case of CYPECAD, strip footings below walls.
The tools required to introduce foundations composed of footings are located at:
Using the Footings module, both programs allow for the design of reinforced or mass concrete footings. The may be tapered or have constant depth, and may be square, rectangular, centred or eccentric (depending on the user selection and the forces acting on the footing).
Both CYPECAD and CYPE 3D allow for several columns and shear walls to be selected to share the same footing.
This Footings module can be complemented by another module which provides further design options. This is the Advanced foundations module, which allows CYPECAD and CYPE 3D to design foundations with footings with geometrical trims and special intersections (strap and tie beam intersections).
In CYPECAD, the Footings module allows for footings and required strap beams to be introduced automatically with initial dimensions before proceeding with their design. The program deduces which footings are to be introduced as corner, edge and centred footings and automatically provides the strap beams required to balance out the load of the eccentric footings. All the user must do is indicate the vision angle and vision distance so the program can detect the column layout of the structure.
The automatic footing and strap beam generation may be of great use for those structures containing a large number of columns, as it avoids having to introduce the footings and strap beams one by one. The user can modify any of the foundation elements he/she deems has bee generated inadequately later on.
The automatic footing generation in CYPE 3D is different. Here, the program generates all the footings as centred footings and places tie beams between the columns making up the perimeter, as this is what is usually done for warehouse foundations. As in the case of CYPECAD, the user may manually select the type of footing to be provided at each column.
Wall foundations designed by CYPECAD can be with external fixity (strip footing below the wall) or without external fixity (foundation beam). If the foundation is defined as a strip footing (With external fixity), the Footings module begins to design the footing as of a set of minimum dimensions, as it does with column footings. If the wall footing is eccentric (with an overhang only to one side, for example) the strap beams joining the footing to the internal columns will be designed to balance the load of the footing.
Once the structure has been analysed and designed, the user can edit any footing so to view its dimensions and reinforcement.
The footings editor also allows the user to change the type of footing, modify its dimensions and reinforcement, and even change the direction of growth of the footing. Once the specifications have been introduced by the user, the editor can check to see whether the footing complies with the modifications that have been introduced or design the footing. The design process consists of three options:
The 2011 version of the program has brought about changes in how the forces are calculated for foundations that have been defined as “with external fixity”, applicable to both footings and pile caps as well as their strap and tie beams.
The current analysis may differ when compared to that of previous versions. Now, once the support reactions of the supporting elements (columns, shear walls and walls) of the structure have been obtained, a model is created of all the foundation elements “with external fixity” and their beams, represented by its stiffness matrix. The stiffness matrix, together with the loadcases defined as actions on the foundations (obtained reactions), is resolved using frontal methods to obtain the displacements and forces for all the elements, and so, the stiffnesses of all the elements intervene and interact with each other.
Iterations in the design process
The design process is iterative and starts off using the initial dimensions of each element. During the first iteration, the following considerations are established to determine the stiffness and fixity of each type of element:
Strap beam ends are hinged for the following cases:
Therefore, the end fixity can be modified by the user and, in a similar way as what occurs with strap beams, the ends reach the axis that passes through the centre of the element which it joins.
Transverse walls (4) and (5) have a large stiffness compared to beams (1), (2) and (3). Therefore their effect is much greater than that of the beams. Hence, a simplification has been carried out, so the balancing effect is shared equally amongst all the transverse elements that reach the footing. This has been done by using the mean stiffness of all the strap beams and assigning this stiffness to all the elements they balance, including the walls, and so all the elements contribute in a balanced and equal way.
To obtain a more precise analysis, the soil – structure interaction should be considered as well as having an adequate soil model. However, due to the complexity of this analysis, it seems reasonable to use the aforementioned simplified analysis, as the footing is also considered to be rigid and does not receive torsional forces.
The number of iterations carried out by the program depends on the option selected by the user:
(*) Common modules are operative for both CYPECAD and METAL 3D.