Author:
Wasnik Pranali,Sanghai Prof. Sanket,Pawade P.Y.
Abstract
Abstract
Work on FE analysis with the addition stirrup bar at different spacing in beam under the cyclic loading for strengthen the joint. The most important part of developing the beam column joint when cyclic loading take place in seismic zone. Six samples with different characteristic are chosen, design as per ductile detailing IS 13920-2016 and non-ductile detailing as per IS 456-2000 and design on ANSYS. The result shows that addition of lateral reinforcement have more shear strength. From the all sample the shear strength is high in addition of stirrups at L/3 scaled and L/4 scaled.