Procedure

Configuration:-

• Configure the Rc- column with Working load P, Grade of steel, Grade of concrete, essentricity, applied bending moment and support condition.
• Next step calculate arbitary depth of neutral axis(Xu).
• Calculate strain in compression and tension steel. click on next step
• Calculate stress in compression and tension steel
• Observe the area of steel at compression and tension
• Enter the bar, diameter of lateral tie