In　building　construction,　cold-formed　steel　flexural　members　are　commonly　connected　to　other　cold-formed　steel　members　or　the　main　building　structures　using　clip　angles　with　screws.　A　series　of　flexural　tests　were　recently　conducted　at　University　of　North　Texas　to　study　the　shear　strength　of　cold-formed　steel　clip　angles　used　in　cold-formed　steel　framing.　The　tests　showed　that　the　shear　strength　of　the　connected　cold-formed　steel　floor　joists　can　be　significantly　increased　when　a　clip　angle　is　installed　on　the　web.　This　paper　presents　a　design　guide　to　consider　the　shear　strength　improvement　in　the　cold-formed　steel　joists　due　to　the　presence　of　a　clip　angle.　The　paper　also　reports　the　results　of　the　flexural　tests　on　floor　joists　recently　conducted　at　the　University　of　North　Texas.　©　2020　by　the　Structural　Stability　Research　Council.　All　Rights　Reserved.