To　study　the　stress　distribution　and　stress　transfer　mechanism　of　the　cable-to-girder　anchorage　structure　of　tensile　anchor　plate　type　under　the　designed　load,　the　static　loading　test　of　the　full-scale　model　for　the　cable-to-girder　anchorage　zone　of　tensile　anchor　plate　type　of　a　cable-stayed　bridge　was　carried　out　and　the　stress　distribution　in　the　different　loaded　areas　of　the　model　subjected　to　the　different　levels　of　loads　was　obtained.　The　ABAQUS　was　also　used　to　set　up　the　finite　element　model　for　the　anchorage　zone,　the　bearing　behavior　of　the　model　was　analyzed　on　the　basis　of　the　Von　Mises　strength　theory　and　the　analysis　was　compared　to　the　test.　The　results　of　the　test　and　analysis　reveal　that　under　the　designed　load,　the　cable-to-girder　anchorage　structure　stays　in　the　range　of　elasticity　and　can　meet　the　requirements　of　the　designed　bearing　capacity.　The　great　stress　concentration　appears　in　round　arc　area　of　the　side　welding　seam　root　of　the　tensile　anchor　plate　and　anchor　socket.　In　the　part　of　the　tensile　anchor　plate　on　the　upper　stiffening　plate,　the　maximum　stress　appears　in　central　position　of　the　middle　groove.　The　global　stress　level　in　the　area　of　the　steel　box　girder　proper　is　low,　the　stress　transfer　paths　of　all　different　components　of　the　anchorage　structure　are　clear　and　it　is　proposed　that　in　the　design,　the　radius　of　the　mentioned　round　arc　area　should　be　enlarged.