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Design OF COLUMN (l / d) = 6500 / 600 = 10. 12 Biaxial Bending Hence the column is designed as short column. Tie Reinforcement Diameter - greater 1. 12 / 4 = 3 2. 6 mm Adopt 8 mm dia. Bars. Pitch of ties is least of 1. Least lateral dimension= 600 mm 2. 16 x diameter of bars = 192 mm 3. 48 times dia. Of bars a longitudinal and 8mm lateral ties at 200

Author

sibirich123

Language

EN