Performance of Shear Connector in Composite Slab and Steel Beam with Reentrant and Open Trough Profiled Steel Sheeting

<div>Effects of change in profiled steel sheeting rib depth on the capacity of the shear connector with (a) Open trough profiled steel sheeting and (b) Reentrant profiled steel sheeting.</div>

Advances in Civil Engineering

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Figure 9

Figure 9: Performance of Shear Connector in Composite Slab and Steel Beam with Reentrant and Open Trough Profiled Steel Sheeting 