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Development of a Shear Strength Equation for Beam–Column Connections in Reinforced Concrete and Steel Composite Systems

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Figure

Fig. 1 Failure modes of connections in reinforced concrete and steel (RCS) composite systems: a internal and b external elementfailures.
Table 1 Shear strength equations for connections in RCS composite systems.
Fig. 3 Determination of stress block length x and y: a connection without a shear key, b extended face bearing plate (E-FBP)connections, and c band plate connection.
Table 3 Increases in shear strength due to transverse beam.
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