Singly Reinforced Beams Prepration of Tables of 1,2,3 of SP-16

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Maximum value of strain in concrete is assumed to be 0.0035 and strain in steel is fy/(1.15*Es)+0.002

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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 From

Table Step

Result Box