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Reinforcement in Beam |
Why
we Provide Reinforcement in Beam? Why we called it Placing of Reinforcement!
A structural element that resists loads applied
laterally to its axis called beam. Its primary mode of deflection is bending. Reaction
forces are generated at the beam's support points by loads applied to it. The
sum of all the forces acting on the beam produces shear forces and bending
moments within the beams, which cause internal stresses, strains, and
deflections.
Compressive, tensile, and shear stresses are created
internally in beams that are subjected to loads that do not cause torsion or
axial loading. Under gravity loads, a beam's original length is typically
slightly compressed at its top to contain a smaller radius arc and placed under
tension at its bottom, where the same original beam length is slightly extended
to enclose a larger radius arc. Sagging and hogging are two terms used to
describe different types of deformation where the top face of the beam is in
tension or compression, such as when it is over a support or under a vertical
load.
Since the middle of the beam, which is often located
midway between the top and bottom, has an identical original length to the
radial arc of bending, it is neither under compression nor tension and serves
as the neutral axis (dotted line in the beam figure). The beam is subjected to
shear stress above the supports.
Placing
of Reinforcement is the process of adding steel reinforcement to concrete to
strengthen it when it becomes apparent during construction that the concrete's
strength is insufficient to sustain the demand (applied loads).
Consider
the following loaded Beam example:
When
we apply a load to a point, we can see that the upper and lower sides are
put under compression and tension, respectively. Because we know that concrete
is substantially weaker in tension than it is in compression, we employ
reinforcement steel to strengthen the concrete in the lower area (Rebars).
These rebars are provided based on the results of analysis and in conformity
with building code recommendations.
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