Structures: The Sum of Their Parts
Structures—whether they are bridges or buildings—are
comprised of structural members interconnected by joints. Cast-in-place
reinforced concrete is one of the most common structural systems in common use today.
Cast-in-place
reinforced concrete construction is one of the most economical
building systems. It is also one of the most inherently
redundant building systems. This means that if one member is weakened,
it is likely that other members can take the load.
Floor
Systems
Basically, a building is a series of floors held up by columns
and walls. There are a number of standard floor/roof structural systems
used in
cast-in-place reinforced concrete construction.

- Two-way flat plate system. There are no beams between the columns.
Instead, the floor is heavily reinforced in
both
directions. In addition there is reinforcing steel in the floor at the columns
to transfer the
loads.
- Two-way flat slab with drop panels. This system is similar to the two-way flat plate system except there is a drop panel to provide extra thickness
around the columns. This strengthens the column-floor connection. The rest of the floor can be slightly thinner with less dead
weight.
- One-way beam and slab. The floor loads are transferred to the beams,
which are then transferred to the columns.
- One-way joist slab. The joists
act like small beams. This floor system is very economical because
the formwork is readily available, and
less reinforcing is need. Because there's only a small span between each
joist, the slab can be thinner.
- One-way wide module joist slab in the
lower middle is a variation on the one-way joist slab.
- Two-way joist
slab, also called a waffle slab. Because there are joists in both
directions, this floor system is the strongest and
will have the least deflection. It's typically used when stiffness is important
or if
there are abnormally heavy loads.
Columns
Columns transmit the loads from a structure's roof and floors down
to the foundation. The design of reinforced concrete columns
consists of:
- Determining the critical load combinations and resulting factored moments and loads
for each,
- Selecting a column cross section satisfying all design assumptions
for the materials used under loads and moments equal to or larger
than the factored loads and moments, and
- Ensuring that slenderness effects do not reduce capacity.
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CRSI
Design Handbook
Chapters 2 through 4 provide load tables and design examples
for rectangular and round columns. |