rcc principle new

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Dr. M.E. Haque, PE 1

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  • A Simply Supported Reinforced Concrete Beam -

  • Three stages before collapse:1. Un-cracked Concrete stage2. Cracked Concrete (tension zone) - Elastic Stage3. Cracked Concrete (tension zone) - Ultimate Strength Stage

  • Typical Stress-Strain Curves for Concrete and Reinforcing Steel

  • 1. Un-cracked Concrete stage

  • 1. Un-cracked Concrete stage

  • 1. Un-cracked Concrete Stage

    fcft = fcStress-Strain Diagram for Concreteft < frM < Mcr fc = ft

  • 2. Cracked Concrete (Tension Zone) - Elastic Stage

    ft > frM > Mcr fc = 0.45fc'fs =0.5 fy

  • 3. Cracked Concrete (Tension Zone) - Ultimate Strength Stage

    ft > >frM > >Mcr fs = fyfc = entire stress block until compression failure