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The modulus of Rupture of concrete in terms ofits characteristic cube compressive strength $$f_{ck}$$ in Mpa according to 1S456 — 2000 is
5000 $$f_{ck}$$
0.7 $$f_{ck}$$
5000 $$\surd f_{ck}$$
0.7 $$\surd f_{ck}$$
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