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(Sec. 10.2.7). In all cases, for reinforcement that exists within the compressed portion of the depth perpendicular to the compression face of the concrete (a = βc), the compression stress in the steel was reduced by 0.85/ fc to account for the concrete area that is displaced by the reinforcing bars within the compression stress block.

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the concrete in order to develop the yield stress. •An average design ultimate bond stress φfb is assumed at the interface between the concrete and the reinforcing bar (φ= 0.6). • φfb depends on ‐type and condition of reinforcing bar; strength and compaction of concrete; concrete cover;

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Plain concrete is structural concrete without reinforcement or with less than the minimum amount required by ACI 318 for reinforced concrete. It is sometimes used in slabs-on-grade, pavement, basement walls, small foundations, and curb-and-gutter. 2.2—Reinforced concrete Plain concrete (Fig. 2.2) has compressive strength—the

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Reinforced concrete (RC), also called reinforced cement concrete (RCC), is a composite material in which concrete's relatively low tensile strength and ductility are compensated for by the inclusion of reinforcement having higher tensile strength or ductility. The reinforcement is usually, though not necessarily, steel bars and is usually embedded passively in the concrete before the concrete ...

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