The　tests　and　finite　element　analysis　were　performed　to　study　the　influence　of　slip　on　static　performance　of　slideable　all-bolted　connection　of　truss　to　square　steel　tube　column.　The　ultimate　bearing　capacity,　anti-slide　capacity,　failure　mode　and　failure　mechanism　of　the　connection　were　obtained　by　test　and　finite　element　analysis.　The　results　show　that　the　connection　has　higher　anti-slide　and　ultimate　bearing　capacity,　and　the　diameter　and　type　of　bolt　hole　have　little　effect　on　the　ultimate　bearing　capacity.　The　results　were　compared　with　the　seismic　performance　of　the　same　connection.　The　comparisons　show　that　the　anti-slide　capacity　under　static　load　are　larger　than　that　under　seismic　load,　because　the　bolt　tension　has　some　lost　under　cyclic　load,　but　the　ultimate　bearing　capacity　is　almost　same.　The　results　were　compared　with　the　static　performance　of　welded　connection,　bolted-welded　connection,　all-bolted　rigid　connection.　The　comparisons　show　that　the　slideable　all-bolted　connection　has　largest　ductility,　the　ultimate　bearing　capacity　is　basically　equal　to　the　welded　connection,　but　anti-slide　capacity　is　lower,　the　stiffness　is　almost　same　before　slide.　Copyright　©　2018　by　The　Hong　Kong　Institute　of　Steel　Construction.