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A - level of steel centroid B - effective tension area b) Slab

Jfi b) Slab

B - effective tension area

S2=0

A - level of steel centroid B - effective tension area c) Member in tension hc,eff min of2.5-(h-d), (h-x)/3orh/2

B - effective tension area he,?? min of 2.5'(h-d), (h-x)/3 or h/2

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