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396 Barry’s Advanced Construction of Buildings<br />

Secondary beams<br />

span between<br />

main beams<br />

Concrete columns<br />

Main beams<br />

span between<br />

columns<br />

Thin slab<br />

between<br />

beams<br />

Figure 6.40 Square grid beam and slab floor.<br />

monolithically with reinforced concrete floors, it is logical to design the floor slabs to span<br />

in both directions so that all the beams around a floor slab can bear part of the load. This<br />

two-way span of floor slabs effects some reduction in the overall depth of floors as compared<br />

with a one-way spanning floor slab construction. Since the most economical shape<br />

for a two-way spanning slab is square, the best column grid for a reinforced concrete frame<br />

with monolithically cast floors is a square one, as illustrated in Figure 6.40.<br />

The in situ cast reinforced concrete floor illustrated in Figure 6.40 combines main and<br />

secondary beams as a grid to provide the least thickness of slab for economy in the mass<br />

of concrete in construction, and comparatively widely spaced columns. This square grid<br />

results in the minimum thickness of floor slab and minimum depth of beams, and therefore<br />

the minimum deadweight of construction. Departure from the square column grid, because<br />

of user requirements and circulation needs in a building, will increase the overall depth,<br />

weight and therefore cost of construction of a reinforced concrete frame.<br />

The rectangular column grid, illustrated in Figure 6.41, supports main beams between<br />

columns that support one-way spanning floors with the beams between columns. The floor<br />

slab can be cast in situ on centring and falsework, or precast concrete floor beams or planks<br />

may be used. This arrangement involves closely spaced columns and the least mass of<br />

concrete in floors.<br />

In a steel frame, the skeleton of columns and beams is designed to carry the total weight<br />

of the building. The floors, which span between beams, act independently of the frame.<br />

With an in situ cast reinforced concrete frame and floor construction, columns, beams and<br />

floors are cast and act monolithically. The floor construction, therefore, acts with and affects<br />

the frame and should be considered as part of it.

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