Flexural Response of Steel-Concrete Composite Truss Beams

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Specimen</td><td class="align_center">Test</td><td class="align_center">FE</td><td class="align_center">RE (%)</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">B1</td><td class="align_center">385.6</td><td class="align_center">401.4</td><td class="align_center">4.97</td></tr><tr><td class="align_left">B2</td><td class="align_center">405.9</td><td class="align_center">415.4</td><td class="align_center">2.34</td></tr><tr><td class="align_left">B3</td><td class="align_center">408.7</td><td class="align_center">419.7</td><td class="align_center">2.68</td></tr><tr><td class="align_left">Mean</td><td class="align_center">—</td><td class="align_center">—</td><td class="align_center">3.33</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: Flexural Response of Steel-Concrete Composite Truss Beams 