Abstract
In this study an experimental study of the behaviour of angle shear connector is presented. Six push-out tests on angle shear connector with two varied length angles were investigated. The shear resistance and shear stiffness with angles embedded in a normal concrete strength were predicted. The experimental results were also compared with standard design code formula and recommended values of design codes. The available experimental procedure for the determination of the shear force-slip behaviour of shear connector under static loading was adopted.
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