The purpose of this study is to estimate the structural properties and yield capacity of CLT two-sided shear joints with shear plates and drift pins. In order to estimate yield capacity of joints, CLT embedding test and a tensile test of joints were conducted to confirm the adaptability of the proposed equation for yield load based on the yield theory. Specimens consisted of two CLTs, two shear plates, and drift pins. Parameters of the experiment were presence of shear plates and position of joints. Test results were compared with the calculated values.
