Design Of Reinforced Concrete Column  ( Actual program is available in Super Civil CD )
COLUMN DESIGNATION
AXIAL LOAD [T]  { without load factor }
SELECT NATURE OF LOAD	COMPRESSIVE TENSILE
LONGER COLUMN DIMENSION [MMS]
EFFECTIVE LENGTH ALONG LONGER COLUMN DIMENSION [M]
BENDING MOMENT ALONG LONGER COLUMN DIMENSION [T-M]   { without load factor }
SHORTER COLUMN DIMENSION [MMS]
EFFECTIVE LENGTH ALONG SHORTER COLUMN DIMENSION [M]
BENDING MOMENT ALONG SHORTER COLUMN DIMENSION [T-M]     { without load factor }
LOAD FACTOR
ASSUMED % OF REINFORCEMENT
SELECT REINFORCEMENT DISTRIBUTION ON FACES	2 FACES 4 FACES
SELECT CONCRETE GRADE	M20 M25 M30 M35 M40
CHARACTERISTIC STRENGTH OF REINFORCEMENT (f y ) [N/mm2]
SELECT DIA OF MAIN BAR	12 MM 16 MM 20 MM 25 MM 28 MM 32 MM 36 MM 40 MM
SELECT DIA OF LINK	8 MM 10 MM 12 MM 16 MM
SELECT CONCRETE EXPOSURE CONDITION	MILD MODERATE SEVERE VERY SEVERE E X T R E M E
SELECT COLUMN   EXPOSURE CONDITION	FULLY EXPOSED 50 % EXPOSED ONE FACE ONLY
SELECT FIRE RESISTANCE (RATING)	0.50 Hour. 1.0 Hour. 1.50 Hour. 2 Hour. 3 Hour. 4 Hour.