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Table 4 Increases in shear strength due to the cover plate.

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

Specimen

Strength increment (test)

Strength increment (Kanno equation)

Strength increment (proposed equation)

LCS-1

26.2%

4.98%

27.53%

LCC-1