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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)
M15
M20
M25
M30
M35
Steel (fy)
Fe250
Fe415
Fe500
Table Up to
Table Step
d/d1