Experimental Study on Reasonable Horizontal Load Value on the Top of Railings of Glass Bridges or Gallery Roads in Scenic Area

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr class="thead"><td class="align_left">No.</td><td class="align_center">Sample specifications</td><td class="align_center">Elastic modulus <i>E</i> (MPa)</td><td class="align_center">Yield strength <i>f</i><sub><i>y</i></sub> (MPa)</td><td class="align_center">Tensile strength (MPa)</td><td class="align_center">Elongation at break (%)</td></tr><tr><td class="thead-hr" colspan="6"><hr/></td></tr><tr><td class="align_left">1</td><td class="align_center">Steel pipe post</td><td class="align_center">2.06 × 10<sup>5</sup></td><td class="align_center">356</td><td class="align_center">503</td><td class="align_center">23.0</td></tr><tr><td class="align_left">2</td><td class="align_center">Finished post</td><td class="align_center">1.93 × 10<sup>5</sup></td><td class="align_center">700</td><td class="align_center">789</td><td class="align_center">36.5</td></tr><tr class="table-tr"><td colspan="6"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Material properties of samples.</div>

Advances in Materials Science and Engineering

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Table 2

Table 2: Experimental Study on Reasonable Horizontal Load Value on the Top of Railings of Glass Bridges or Gallery Roads in Scenic Area 