Civil Engineering Tools

FLEXURE-REINFORCEMENT PERCENTAGE FOR DOUBLY REINFORCED SECTIONS
Prepration of Tables of 45 to 56 of SP-16


Maximum value of strain in concrete is assumed to be 0.0035 and strain in steel is fy/(1.15*Es)+0.002
Choose Mix and Type of Steel and put in value of d/d'
Concrete Mix (fck)
Steel (fy)
Table Up to
Table Step
d/d1