Hybrid Timber Concrete Composite Slab for Analysis of Lag Screw Embedment Connections

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr class="thead"><td class="align_left">Property</td><td class="align_center">Value</td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td class="align_left">Density</td><td class="align_center">539.8 kg/m<sup>3</sup></td></tr><tr><td class="align_left">Bending (<i>F</i><sub><i>b</i></sub>)</td><td class="align_center">9307.7 KPa</td></tr><tr><td class="align_left">Compression parallel to grain (<i>F</i><sub><i>c</i></sub>)</td><td class="align_center">6377.7 KPa</td></tr><tr><td class="align_left">Compression perpendicular to grain (<i>F</i><sub><i>c</i></sub>)</td><td class="align_center">4309.2 KPa</td></tr><tr><td class="align_left">Tension parallel to grain (<i>F</i><sub><i>t</i></sub>)</td><td class="align_center">4654.0 KPa</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Properties of Douglas fir-larch (DF-L), No. 2 lumber.</div>

Advances in Civil Engineering

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Table 1

Table 1: Hybrid Timber Concrete Composite Slab for Analysis of Lag Screw Embedment Connections 