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State the term - Failure Due to Strain
In most of the cases of pre-stressed concrete construction, the failure of underreinforced and lightly reinforced members shall take place when the concrete reaches a limiting strain of 0.0035. At this stage, the steel may be stressed in the plastic range.
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Figures (a) and (b) respectively give details of a simply-supported bridge beam and its (idealised) cross-section. In addition to the dead load of 25 kN/m (including self weight),
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