Procedure

Configuration:-

• Configure the Rc- column with Working load P, Grade of steel, Grade of concrete, unsupported length lx and ly and support condition
• Next step calculate factoried moment, effective lengths and calculate b
• Next step select the Assume ASC range, calculate Ag, D, Minimun Essentricity Criteria, corss area and ASC
• Selected configuration satisfies the standard criteria move on next step
• Submit diameter of longitudinal bar, number of bars, area of steel
• Submit diameter of laternal tie , tie bars and cover provided