13/10/2024
Stirrups (sttafa) are used in concrete beams as shear reinforcement. Since shear manifests itself in a concrete beam by diagonal cracking near the supports, the optimum shear reinforcement would be orientated at 45 degrees from the vertical to be in tension across those potential cracks. It’s usually easier and simpler to orient the stirrups vertically and increase the area of the stirrups to account for that.
In a typical uniformly loaded concrete beam, the shear force is maximum at the supports and nearly zero at the center. For economy, the spacing of the stirrups will be maximum near midspan and can be quite close together near the supports. In the “good old days”, engineers would draw beam elevations to indicate top and bottom bar sizes, lap locations, and stirrup size and spacing.
The purpose of ties in a column is quite different. While column ties do increase the shear capacity of the column, their main use is to confine the longitudinal main bars and the concrete core of the column against bursting and collapse during severe overload situations, like earthquakes. In seismic zones, the spacing of ties for confinement is reduced as you near the beam/column joint similar to beam stirrups.
According to the American Concrete Institute (ACI) Code, beams and columns are designed exactly the same! It actually makes sense, since most concrete beams and columns have some frame action and are thus subject to both flexure and axial loads. There are a couple of unique column- and beam- specific requirements, but basically the members are treated the same and the capacity is determined through the use of an interaction diagram.
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