Effects of Posttensioning Slippage on 2-Way Spanning Concrete Slabs

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td align="center" colspan="5">Mass of ingredients (kg/m<sup>3</sup>)</td></tr><tr class="thead"><td align="left" rowspan="2">Water</td><td align="center" rowspan="2">CEM I</td><td align="center" rowspan="2">FA</td><td align="center" colspan="2">CA</td></tr><tr class="thead"><td align="center">10 mm</td><td align="center">20 mm</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td align="left">225</td><td align="center">500</td><td align="center">605</td><td align="center">445</td><td align="center">445</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr><tr class="table-fn"><td>FA: fine aggregate; CA: course aggregate.<br/></td></tr></table>

Advances in Civil Engineering

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Table 1

Table 1: Effects of Posttensioning Slippage on 2-Way Spanning Concrete Slabs 