Progressive Collapse Analysis of Latticed Telecommunication Towers under Wind Loads

<table class="table-group" id="tab5"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left">From top</td><td class="align_center">1st</td><td class="align_center">2nd</td><td class="align_center">3rd</td><td class="align_center">4th</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">Tripole tower</td><td class="align_center">32</td><td class="align_center">32</td><td class="align_center">32</td><td class="align_center">40</td></tr><tr><td class="align_left">Angle tower</td><td class="align_center">36</td><td class="align_center">40</td><td class="align_center">50</td><td class="align_center">66</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Gravity loads on each platform (kN).</div>

Advances in Civil Engineering

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Table 5

Table 5: Progressive Collapse Analysis of Latticed Telecommunication Towers under Wind Loads 