Behaviour of Precast Column Foundation Connection under Reverse Cyclic Loading

Table 3

Reinforcement details of the column and foundation.

Reinforcement details	Prototype	Model
Column
Main reinforcement	8 # 20 mm dia bars	8 # 10 mm dia bars
Transverse reinforcement	8 mm bars @ 225 mm c/c.; Top and bottom 500 mm was provided with 16 mm bars @120 mm c/c for ductility	6 mm bars @ 100 mm c/c. Top and bottom 240 mm was provided with 8 mm bars @ 50 mm c/c for ductility
Foundation
Main reinforcement	20 mm bars @ 150 mm c/c	10 mm bars @ 75 mm c/c
Transverse reinforcement	12 mm bars @ 300 mm c/c	8 mm bars @ 100 mm c/c