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Specific rules for design and detailing of concrete buildings. Design for DCM and DC. Illustration of elements...
                                                   M.N. Fardis and G. Tsionis

               3.3 Geometry of foundation elements




               Figures 3.3.1 and 3.3.2 depict the layout of the foundation in plan and a vertical section of the building
               showing the foundation elements. Single footings with dimensions 2.0×2.0×0.8 (width×depth×height in
               meters) are used for columns C7 and C10, 1.8×1.8×0.8 for columns C8 and C9 and 2.0×1.5×0.8 for
               columns C12 to C15. A common footing with dimensions 4.0×5.0×1.0 is used for the two walls W3,
               W4 and an individual footing with dimensions 4.5×2.5×0.8 for wall W5. A strip footing with width 1.0 m
               and height 0.30 m is used for the perimeter walls. Instead of a system of two-way  tie-beams,
               horizontal connection  of the footings and the foundation strip  of the basement perimeter  walls is
               provided by a foundation slab cast right below the top of the footings and the perimeter foundation
               strip (see clause 5.4.1.2 para. (2), (3) and (7) of EN 1998-5:2004). This slab serves also as a floor of
               the lower basement and helps create a rigid-box foundation system together with the perimeter walls
               and the slab at the roof of the upper basement.



                      1               2               3               4              5               6

                A










                B

                                             SLAB







                C









                D

                                                           BASEMENT

                                             Fig. 3.3.1 Plan of the foundation

















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