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Common practice of design and construction is to support the slabs by beams and support the
beams
by columns. This may be called as beam-slab construction. The beams reduce the available net
clear
ceiling height. Hence in warehouses, offices and public halls some times beams are avoided and
slabs
are directly supported by columns. This types of construction is aesthetically appealing also.
These
slabs which are directly supported by columns are called Flat Slabs. Fig. 1.1 shows a typical flat
slab.
d
2
Critical section for shear
The column head is some times widened so as to reduce the punching shear in the slab. The
widened portions are called column heads. The column heads may be provided with any angle
from
the consideration of architecture but for the design, concrete in the portion at 45º on either
side of
vertical only is considered as effective for the design [Ref. Fig. 1.2].
d
2
Critical section for shear
Concrete in this area is
neglected for calculation90°

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Flat slab

  • 1. Common practice of design and construction is to support the slabs by beams and support the beams by columns. This may be called as beam-slab construction. The beams reduce the available net clear ceiling height. Hence in warehouses, offices and public halls some times beams are avoided and slabs are directly supported by columns. This types of construction is aesthetically appealing also. These slabs which are directly supported by columns are called Flat Slabs. Fig. 1.1 shows a typical flat slab. d 2 Critical section for shear The column head is some times widened so as to reduce the punching shear in the slab. The widened portions are called column heads. The column heads may be provided with any angle from the consideration of architecture but for the design, concrete in the portion at 45º on either side of vertical only is considered as effective for the design [Ref. Fig. 1.2]. d 2 Critical section for shear Concrete in this area is neglected for calculation90°