Effect of Web Openings on Flexural Behaviour of Underground Metro Station RC Beams under Static and Cyclic Loading

<table class="table-group" id="tab5"><tr><td><table class="table"><tr><td class="thead-hr" colspan="8"><hr/></td></tr><tr><td class="align_left">Crack width (mm)</td><td class="align_center">0.02</td><td class="align_center">0.04</td><td class="align_center">0.08</td><td class="align_center">0.14</td><td class="align_center">0.16</td><td class="align_center">0.20</td><td class="align_center">0.30</td></tr><tr><td class="align_left" colspan="8"><hr/></td></tr><tr><td class="align_left">Load (kN)</td><td class="align_center">41</td><td class="align_center">69</td><td class="align_center">88</td><td class="align_center">106</td><td class="align_center">113</td><td class="align_center">132</td><td class="align_center">147</td></tr><tr class="table-tr"><td colspan="8"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Load applied by the JT hydraulic cylinders under different crack widths (beam (T).</div>

Advances in Civil Engineering

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Table 5

Table 5: Effect of Web Openings on Flexural Behaviour of Underground Metro Station RC Beams under Static and Cyclic Loading 