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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