Computational Study of Cold-Formed-Steel X-Braced Shear Walls

<table class="table-group" id="tab6"><tr><td><table class="table"><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr class="thead"><td class="align_left">Specimen type</td><td class="align_center">Thickness (mm)</td><td class="align_center"><i>F</i><sub>yn</sub> (Mpa)</td><td class="align_center"><i>F</i><sub><i>y</i>,exp</sub> (Mpa)</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">S235-2</td><td class="align_center">2</td><td class="align_center">235</td><td class="align_center">302</td></tr><tr><td class="align_left">S350-1.5</td><td class="align_center">1.5</td><td class="align_center">350</td><td class="align_center">355</td></tr><tr><td class="align_left">S350-3</td><td class="align_center">3</td><td class="align_center">350</td><td class="align_center">364</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Landolfo’s CFS walls coupon test results.</div>

Advances in Civil Engineering

tab6

Table 6

Table 6: Computational Study of Cold-Formed-Steel X-Braced Shear Walls 