Seismic Evaluation and Retrofit of Reinforced Concrete Buildings with Masonry Infills Based on Material Strain Limit Approach

Table 3

Column dimensions and detailing.

Column	Size (mm)	Main reinforcement	Shear reinforcement
All columns of the building	300 × 450	4 nos. of 16 mm diameter at the corner and 2 nos. of 16 mm on the longer side	8 mm dia. @ 100 mm c/c