Abstract
This paper proposes the shear strength of stud connectors and behaviors of composite beams. The experimental work of the investigation reported herein is consisted of tests of 26 solid Push-out specimens, 24 Deck Push-out specimens and 15 composite beams. From this study, we could find out the following conclusions. 1. The shear strength of stud connectors in solid slab is also concerned with exponent function of cross-sectional areas of stud connectors. 2. The shear strength of stud connectors with Deck is concerned with Deck ribs ratio and stud connector length above ribs. 3. Effective moment of inertia and effective section modulus of partial composite beams are concerned with exponent function α=1/3 of composite degrees.
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