The maximum spacing of vertical stirrups along the length of a beam is set at d/2 or d/4 to provide adequate shear reinforcement and prevent diagonal cracks.
The maximum spacing of vertical stirrups along the length of a beam is set at d/2 or d/4 according to ACI Section 9.7.6.2.2.
This ensures that the shear reinforcement is adequately distributed and provides sufficient confinement to the concrete.
When stirrups are placed at d/2, they are located closer to the center of the beam, which helps in resisting shear forces.
When stirrups are placed at d/4, they are located towards the edges of the beam, which helps in limiting the formation of diagonal cracks.