To　study　the　mechanical　properties　of　the　lifting　anchor　under　combined　tension　and　shear,　the　failure　mode　and　bearing　capacity　of　lifting　anchor　under　different　load　angles　are　systematically　analyze　through　the　comparison　of　test　and　finite　element　numerical　simulation　results.　Firstly,　16　concrete　specimens　with　embedded　lifting　anchor　were　subjected　to　testing　at　eight　different　load　angles.　Then　the　finite　element　software　Abaqus　was　utilized　to　simulate　the　specimens,　and　the　obtained　results　were　compared　with　the　experimental　data　to　verify　the　accuracy　of　the　finite　element　simulation　of　the　mechanical　properties　of　the　lifting　anchor　under　combined　tension　and　shear,　which　provides　a　basis　for　the　stress　analysis　of　the　complex　lifting　state　in　the　future.　The　results　show　that　with　the　increase　of　load　angle,　the　ultimate　bearing　capacity　and　tensile-shear　coupling　stiffness　of　the　lifting　anchor　increase　gradually.　The　ultimate　combined　load　of　the　specimen　increased　by　about　41%　from　0　degrees　to　90　degrees.　The　mathematical　statistics　method　was　applied　to　fit　the　test　data,　and　the　calculation　formula　of　the　load-bearing　capacity　of　the　lifting　anchor　under　the　combined　action　of　tension　and　shear　is　established.　The　average　R-squared　value　of　the　calculation　formula　is　0.95,　which　is　in　good　agreement　with　the　experimental　data　and　improves　the　design　and　evaluation　accuracy　of　this　type　of　structure.