Research on the Design Safety Factor of the Supporting Falsework Considering the Installation Gaps

<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">gap interval</td><td class="align_center">Average value <i>μ</i></td><td class="align_center">Standard deviation <i>σ</i></td><td class="align_center">Coefficient of Variation C<i>υ</i></td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">[0-0.7]</td><td class="align_center">1.4</td><td class="align_center">0.1</td><td class="align_center">7.86%</td></tr><tr><td class="align_left">[0-1.4]</td><td class="align_center">1.7</td><td class="align_center">0.2</td><td class="align_center">12.35%</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Mathematical statistics of increasing coefficient of pole’s axial force under different gap intervals.</div>

Advances in Civil Engineering

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Table 2

Table 2: Research on the Design Safety Factor of the Supporting Falsework Considering the Installation Gaps 