Bending Performance of Prestressed Continuous Glulam Beams

<table class="table-group" id="tab3"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left">Beam no.</td><td class="align_center">Number</td><td class="align_center">Prestressing force (kN)</td><td class="align_center">Number of prestressed steel bars</td><td class="align_center">Reinforcement ratio (%)</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">L<sub>B1</sub></td><td class="align_center">1</td><td class="align_center" rowspan="2">7</td><td class="align_center" rowspan="2">4</td><td class="align_center" rowspan="2">1.92</td></tr><tr><td class="align_left">L<sub>B2</sub></td><td class="align_center">1</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Basic information of the control group.</div>

Advances in Civil Engineering

tab3

Table 3

Table 3: Bending Performance of Prestressed Continuous Glulam Beams 