[Retracted] Response Surface Methodology Approach to Predict the Flexural Moment of Ferrocement Composites with Weld Mesh and Steel Slag as Partial Replacement for Fine Aggregate

<table class="table-group" id="tab6"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left">Properties</td><td class="align_center">Volume fraction</td><td class="align_center">Steel slag</td><td class="align_center">Predicted result RSM</td><td class="align_center">Confirmation results</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">Ultimate load</td><td class="align_center">2.73</td><td class="align_center">21.95</td><td class="align_center">3.46</td><td class="align_center">3.31</td></tr><tr><td class="align_left">Moment capacity</td><td class="align_center">2.73</td><td class="align_center">21.95</td><td class="align_center">221.73</td><td class="align_center">220.56</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Advances in Materials Science and Engineering

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Table 6

Table 6: [Retracted] Response Surface Methodology Approach to Predict the Flexural Moment of Ferrocement Composites with Weld Mesh and Steel Slag as Partial Replacement for Fine Aggregate 

Table 6 | [Retracted] Response Surface Methodology Approach to Predict the Flexural Moment of Ferrocement Composites with Weld Mesh and Steel Slag as Partial Replacement for Fine Aggregate 