In　this　study,　an　H-section　steel　beam　with　circular　holes　in　a　web　wrapped　with　ceramsite　concrete　(SBWCC)　was　studied.　Static　load-bearing　capacity　tests　and　finite　element　analysis　were　performed　on　two　groups　of　specimens　with　different　sections.　The　H-section　steel　and　wrapped　ceramsite　concrete　were　well　bonded.　The　load-bearing　capacity　of　the　SBWCC　was　10%　larger　than　that　of　the　pure　H-section　steel　beam　without　holes　in　the　web,　except　for　its　dead　weight.　The　stiffness　of　the　SBWCC　was　slightly　larger　than　that　of　the　pure　H-section　steel　beam　without　holes.　The　wrapped　ceramsite　concrete　avoided　the　elastic　local　instability　of　the　steel　beam　flange　and　web.　Based　on　the　finite　element　model　verified　by　experiments,　the　influences　of　hole　diameter,　hole　spacing,　and　U-shaped　stirrups　on　the　flexural　capacity　of　the　specimens　were　analyzed.　The　formulas　for　the　load-bearing　capacities　and　short-term　stiffness　of　the　SBWCC　were　proposed　and　verified　by　tests　and　finite　element　analysis.