Evaluating Bearing Strength of Concrete by using M-C Criterion

Adisorn Owatsiriwong

Tabulated Output for various parameters

    fy     s     dia     sig3      sig1     sig1_fcp_ratio ___        _    ______    ______    ______________ 500 25 6 4.5239 30.199 1.2583 500 25 8 8.0425 40.755 1.6981 500 25 10 12.566 54.327 2.2636 500 35 6 3.2314 26.322 1.0967 500 35 8 5.7446 33.862 1.4109 500 35 10 8.976 43.556 1.8148 500 45 6 2.5133 24.168 1.007 500 45 8 4.468 30.032 1.2513 500 45 10 6.9813 37.572 1.5655 500 55 6 2.0563 22.797 0.94986 500 55 8 3.6557 27.595 1.1498 500 55 10 5.712 33.764 1.4068 500 65 6 1.74 21.848 0.91032 500 65 8 3.0933 25.907 1.0795 500 65 10 4.8332 31.127 1.297 500 75 6 1.508 21.152 0.88132 500 75 8 2.6808 24.67 1.0279 500 75 10 4.1888 29.194 1.2164