Experimental Investigation on Out-of-Plane Flexural and Shear Performance of Half Steel-Concrete Slabs

<div>Ultimate load versus shear span ratio curves: (a) <i>ρ</i><sub>sv</sub> = 0%; (b) <i>ρ</i><sub>sv</sub> = 0.42%.</div>

Advances in Civil Engineering

Figure 23: Experimental Investigation on Out-of-Plane Flexural and Shear Performance of Half Steel-Concrete Slabs 