Abstract
Test results of 6 full-scale reinforced concrete flat plate connections with edge columns subjected to shear-moment transfer are reported. Two specimens had no shear reinforcement and the remaining 4 had various arrangements of stud-shear reinforcement. The results confirmed the effectivenesss of this type of shear reinfrocement in improvig shear strength and ductility. Code provisions and rules for the design of shear-stud reinforcement are compared with the test results.
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