The spacing between two vertical stirrups in a rectangular RCC beam is:
Minimum near the supports
Vertical stirrups in a Reinforced Cement Concrete (RCC) beam serve a crucial role in resisting shear forces. Shear forces are internal forces that occur within a beam due to external loads, tending to cause one section of the beam to slide past an adjacent section.
In a typical simply supported beam subjected to downward loads, the shear force distribution is not uniform along the beam's length. Shear forces are generally:
The amount of shear reinforcement required in a beam is directly proportional to the magnitude of the shear force it needs to resist. Where the shear force is high, more reinforcement is needed to safely resist the forces. Where the shear force is low, less reinforcement is needed.
To provide more shear resistance in areas of high shear force, the stirrups need to be placed closer together. Conversely, in areas where the shear force is low, the stirrups can be spaced farther apart.
Therefore, the spacing between two vertical stirrups in a rectangular RCC beam is minimum near the supports, gradually increasing towards the center of the beam.
Based on the distribution of shear forces and the function of stirrups as shear reinforcement, the spacing of vertical stirrups is minimum near the supports where the shear force is highest.
For a simply supported beam or slab, the effective span is calculated as:
Which of the following is CORRECT for indeterminate beam condition?
A cantilever beam is one which is -
In case of deep beam or in thin webbed R.C.C members, the first crack formed is-
In case of web crippling, the dispersion of load from bearing plate takes place at: