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Here ϕ y indicates the effective curvature flow in the plastic joint cross section. It will be taken η = 1 for beams and columns and η = 0.5 for walls. h is the section height. Flow conditions for reinforcement stripping rotation expressing last term containing D b support (nodes or base A) Average diameter of the interlocking reinforcing steel, f ce and f to the concrete of the average (expected) shows the yield strength average of reinforcement compressive strength.
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