Question: Q 3 : Design a circular column to carry 1 2 0 0 k n dead load and 4 0 0 k n live load

Q3:
Design a circular column to carry 1200kn dead load and 400kn live load
Use 1.5% as a steel to concrete ratio (service loads)
F'F=22mPa=400mPa,SF10m
Q 3 : Design a circular column to carry 1 2 0 0 k

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