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1. Column design as Per BS 8110-1:1997 PHK/JSN
2. Contents :- General Recommendations of the code
Classification of columns
Effective Length of columns & Minimum eccentricity
Design Moments in Columns
3. General Recos of the code gm for concrete 1.5, for steel 1.05 Concrete strength CUBE STRENGTH Grades of steel Fe250 & Fe460 Primary Load combination 1.4DL+1.6LL E of concrete Ec = 5.5vfcu/ gm 10% less than IS Ultimate stress in concrete 0.67fcu/ gm Steel Stress-strain curve Bilinear E of steel 200 kN/mm2