Theoretical and Experimental Studies of Two-Span Reinforced Concrete Deep Beams and Comparisons with Strut-and-Tie Method

<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">Bar diameter (mm)</td><td class="align_center">Yield strength (MPa)</td><td class="align_center">Ultimate strength (MPa)</td><td class="align_center">Elastic modulus (MPa)</td></tr><tr><td class="thead-hr" colspan="4"><hr/></td></tr><tr><td class="align_left">6</td><td class="align_center">233</td><td class="align_center">290</td><td class="align_center">191320</td></tr><tr><td class="align_left">16</td><td class="align_center">274</td><td class="align_center">438</td><td class="align_center">199540</td></tr><tr><td class="align_left">20</td><td class="align_center">470</td><td class="align_center">744</td><td class="align_center">205000</td></tr><tr class="table-tr"><td colspan="4"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Specifications of steel reinforcement.</div>

Advances in Civil Engineering

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Table 2

Table 2: Theoretical and Experimental Studies of Two-Span Reinforced Concrete Deep Beams and Comparisons with Strut-and-Tie Method 