Chapter 6. Compression Reinforcement - Flexural Members
6.4. Compression Steel below Yield Stress (strain compatibility check). Whether or not the compression steel will have yieldedat failure can be determined as fol-lows: From geometry: Á u Á′ s = c c −d ′ if compression steel yield Á′ s = Á y then: Á u Á y = c c −d ′ → c = Á u Á u −Á y d ′ Equilibrium for case II: (Alim ...
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