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ECLIPSE <br /> ENGINEERING <br /> Project: Amazon-DWS4 <br /> Overturning & Anchorage Project#: 21-10-166 <br /> Engineer: BA <br /> Worst case is in transverse direction for overturning.Stairs are ignored(conservative). Date: 10/27/2021 <br /> Anchorage: Design anchorage for: <br /> Col.DL= 190.0 lb. Puplift= 551.4 lb. _(0.9-0.2Sds)DL+S2oEv <br /> Ev/2= 140.4 lb. V= 184.3 lb. =S2oEh <br /> Eh= 61.4 lb. <br /> no= 3 <br /> Sns= 1.078 <br /> Use: 1/2"Dia.x 3"Nom.Embedment Hilti KH-EZ <br /> #Anchors= 1 <br /> Tallow= 1921 lb. Vallow= 2069 lb. <br /> Rn=P/Tallow= 0.29 <1.0...OKAY 13v=VIVauow= 0.09 <1.0...OKAY <br /> Rn513+pv513= 0.14<1.0...OKAY <br /> Check Weld: <br /> Check weld from column to base plate. <br /> D= 3 /16 of an inch weld diameter <br /> I= 5.000 in.weld length <br /> Rn/S2= 13920 lb. <br /> P/Rn= 0.04 <1.0...OKAY <br /> Base Plate: <br /> Design base plate for eccentric uplift loads <br /> e= 5in. <br /> b= 6 in. <br /> 1/8 Pr 5/8 <br /> h= 6in. <br /> t= 0.50 in. <br /> #7730 FOOT PLATE <br /> Fy= 36ksi 6x6x1/2 <br /> O <br /> M= 2756.9 lb-in =PUPI;he <br /> Mn= 13500 lb-in 1/8 1 1/2 <br /> Mn/52b= 8083.8 lb-in <br /> M/Mn= . 0.34<1.0...OKAY <br /> MISSOULA.MT WHITEFISH,MT SPOKANE,WA BEND,OR PORTLAND,OR <br /> PH:(406)721.6733 PH:(408)552.1442 PH:(509)821-7731 PH:(541)389.9859 PH:(503)305.1229 <br /> 9/20 <br />