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The intention is to cover beam type of structures like I-girders and box-girders. There are also details that may be improved by further research and some indications are given in this commentary. ... e.g. by – cracking of concrete slab in tension; – local plate buckling of a steel flange in compression. (2) For the exceedance of the yield ...
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σ cs should not exceed the lowest of the two following values of σ cps (permissible compressive concrete stress at transfer load). perpendicular to the centre line of the tendon. fs : Design strength for the bursting reinforcement.A’b Ab A’b Ab • At service load σ cs : Concrete …
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