1
1 17% 23.8 29.8 35.7 41.65 47.6 59.5 2 34% 47.6 59.5 71.4 83.3 95.2 119 3 44% 61.6 77.0 92.4 107.8 123.2 154 7 68% 95.2 119.0 142.8 166.6 190.4 238 10 77% 107.8 134.8 161.7 188.65 215.6 269.5 14 86% 120.4 150.5 180.6 210.7 240.8 301 20 93% 130.2 162.8 195.3 227.85 260.4 325.5 21 95% 133.0 166.3 199.5 232.75 266 332.5 28 100% 140.0 175.0 210 245 280 350 EDAD EN DIAS COEFICIENTE DE LA RESIST/F'c RESISTENCIA MINIMA EN KG/CM2 RESISTENCIA A LA COMPRESION f'c =140 f'c =175 f'c =210 f'c =245 f'c =280 f'c =350

Tabla Equiv. Resist en Dias

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tabla de resistencia del concreto. valores de equivalencia en dias

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  • 1 17% 23.8 29.8 35.7 41.65 47.6 59.5

    2 34% 47.6 59.5 71.4 83.3 95.2 119

    3 44% 61.6 77.0 92.4 107.8 123.2 154

    7 68% 95.2 119.0 142.8 166.6 190.4 238

    10 77% 107.8 134.8 161.7 188.65 215.6 269.5

    14 86% 120.4 150.5 180.6 210.7 240.8 301

    20 93% 130.2 162.8 195.3 227.85 260.4 325.5

    21 95% 133.0 166.3 199.5 232.75 266 332.5

    28 100% 140.0 175.0 210 245 280 350

    EDAD EN

    DIAS

    COEFICIENTE DE

    LA RESIST/F'c

    RESISTENCIA MINIMA EN KG/CM2

    RESISTENCIA A LA COMPRESION

    f'c =140 f'c =175 f'c =210 f'c =245 f'c =280 f'c =350