Experimental Study and Reliability Analysis of Flexural Capacity of RC Beams Reinforced with 600 MPa Grade Steel

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">Apparent density (kg/m<sup>3</sup>)</td><td class="align_center">Sediment percentage</td><td class="align_center">Bulk density (kg/m<sup>3</sup>)</td><td class="align_center">Fineness modulus</td></tr><tr><td class="align_left" colspan="4"><hr/></td></tr><tr><td class="align_left">2700</td><td class="align_center">0.5</td><td class="align_center">1610</td><td class="align_center">2.6</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Advances in Civil Engineering

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Table 2

Table 2: Experimental Study and Reliability Analysis of Flexural Capacity of RC Beams Reinforced with 600 MPa Grade Steel 