Reverse Cyclic Loading Effect on RCC Wall-Floor Slab-Deep Beam Connection

<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">Particulars</td><td class="align_center">Value</td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td class="align_left">Axial load (kN)</td><td class="align_center">6161.63</td></tr><tr><td class="align_left">Shear (kN)</td><td class="align_center">225.24</td></tr><tr><td class="align_left">Bending moment (kNm)</td><td class="align_center">463.225</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Force resultants at a critical location.</div>

Advances in Civil Engineering

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Table 1

Table 1: Reverse Cyclic Loading Effect on RCC Wall-Floor Slab-Deep Beam Connection 