Question: Q . 2 . Design a short column of rectangular section ( D / B ratio 1 . 3 to 2 . 0 ) ,

Q.2. Design a short column of rectangular section (D/B ratio 1.3 to 2.0),4 m long, hinged at both the ends, to carry a load of 1500 kN (working) at an eccentricity of 10 cm about major axis. Assume Fe415 steel and M25 Concrete mix. Also, design ties and show in a neat sketch.
For this column, calculate maximum eccentricity allowed about minor axis.
Q . 2 . Design a short column of rectangular

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