Shear Failure of RC Dapped-End Beams

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/amse/volume-2015/309135/figures/309135.fig.006a.svgz" name="309135.fig.006a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Single node of truss model for DEB-1 and DEB-2</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/amse/volume-2015/309135/figures/309135.fig.006b.svgz" name="309135.fig.006b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>STM for DEB-3 and DEB-4 (based on FIP model)</td></tr></table>

Advances in Materials Science and Engineering

fig6

Figure 6

Figure 6: Shear Failure of RC Dapped-End Beams 