Laserfiche WebLink
PROJECT NO.: MN05355B-18V0 ENGINEER: LKN <br /> Fiq - I TITLE: CONNECTION CHECK CHECKED: HML <br /> ML <br /> DATE: 2/14/2018 <br /> DESCRIPTION• DUNKLEY RESIDENCE APPROVED BY: MM Page 2 <br /> IWIIITypical Column Base connection check <br /> Max Vertical Load P:= 6.39-kips Yield strength (Al) f�= 31 ksi Fes:= 35 ksi <br /> Max Uplift Load Up:= 1.77-kips Min. Thickness/ Bearing = 0.1875-in <br /> Max Shear Load Sh:= 1.90-kips Bolt Diameter AgW= 0.375-in <br /> Max Bending Load M 0.000-ft-kips Number of Bolts �= 4 <br /> Bolt Shear Strength f- 16.15•ksi <br /> Bolt strength in single shear Bim= �•13dia2•fv Bcapl = 1.784-kips <br /> 4 <br /> Strength in bearing beepaA.= Bdia•T•Fu Bcap2 = 2.461-kips <br /> := if(Bcapl > Bcap2,13cap2,13capl) nBcap= 7.135•kips > Up2 + Sh2= 2.597-kips OK! <br /> Anchor bolt Check Use Dewalt Power Stud + S1 Anchor Bolts <br /> Number of Bolts = 1 Min. Edge Distance := 6.00-in <br /> Min. Concrete Strength Lc,:= 4000-psi <br /> Anchor Bolt checked with PDA Powers Design program for Dewalt Anchors and checked as <br /> per ACI 318 Appendix D and ICC-ES ESR-2818. <br /> Typical Header Beam Connection check <br /> Max Axial Load P:= 0.500-kips Yield of gusset (Al) fes:= 31 ksi Fes:= 35 ksi <br /> Max Bending Load M 0.000-ft-kips Member Depth D = 2.500-in <br /> Max Shear Load 1:= 0.100-kips <br /> Bolt Diameter &U= 0.375-in Min. Thickness/Bearing = 0.1875-in T - Plate <br /> Number of Bolts = 3 Bolt Shear Strength <br /> Bolt strength in double shear = 4•13dia2•(fv)•2 Bcapl = 3.567-kips <br /> Strength in bearing = Bdia•T•Fu Bcap2 = 2.461-kips <br /> Bim:= if(Bcapl > Bcap2,13cap2,13capl) nBcap= 7.383-kips > S + P= 0.600-kips OK! <br /> Max. Force combined per bolt Fin, P + S Bcap= 2.461-kips > Fm= 0.200-kips OK! <br /> n n <br /> MN05355B-18V0 Conn-Check.xncd <br />