Impact Factor (2025): 6.9
DOI Prefix: 10.47001/IRJIET
Reinforced concrete L-shaped beams are frequently used in the precast
concrete industry especially in bridges construction to support a series of
deck beams. The spandrel acts as a hanger for the ledge part, hence hanging
reinforcement is used in the spandrel for this action. It was supposed that the
outer vertical stirrups’ branches are the main hanging elements for the ledge
part; however, adding internal vertical branches contribute in hanging the
ledge part. The perception that the outer vertical stirrups’ branches solely
are the main hanging elements and the neglection of the effect of inner
stirrups’ branches in hanging action can become questionable as it leads to
using a great amount of outer reinforcement which leads to nesting of this part
and increasing the fabrication cost of the beam. Therefore, a need exists to
evaluate the contribution of the inner stirrups with the hanging steel
reinforcement. This study aims to numerically model the performance of ledge beams
taking into consideration distribution and amount of inner stirrups
reinforcement, eccentricity of acting load on the capacity and performance of
ledge beam.
Country : Egypt
IRJIET, Volume 4, Issue 6, June 2020 pp. 1-10