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PROJECT: Cross Dock <br /> FOR: Tuff Shed_Jeffery Beag <br /> ADDRESS: 6501 Rainier Dr., <br /> Everett,WA <br /> SHEET#: 19 <br /> MATERIAL HANDLI IN= RING CALCULATED BY: tchang <br /> Ems`"'985 <br /> DATE: 6/11/2024 <br /> TEL:(909)869-0989 PN: 20240523 5 <br /> 1130 E.CYPRESS ST,COVINA,CA 91724 <br /> ANCHOR ANALYSIS-TENSION STRENGTH Configuration 1 Type 144" <br /> Steel Strength 17.4.1 <br /> =0.75 17.3.3.ai <br /> �N$e=onAsft.=0.75.2.0.183.110000=30,195lbs 17.4.1.2 <br /> Concrete Breakout Strength 4)N.b5 17.4.2 <br /> =0.65 17.3.3 c ii Category 1-B <br /> AN.=(Cei edj+Si.d,+ 1.5h.,)•(Caz,di+S2.di+ 1.5h.,)=93.765 sq.in. <br /> AN..=9h.,=49.703 sq.in. <br /> Check if AN,,>_ANC ANC/AN.o=1.887 <br /> e.N=1 17.4.2.4 <br /> ed,N=1 17.4.2.5 <br /> Y'c,=1 17.4.2.6 <br /> K.=17 <br /> =1 <br /> Nb=K,k(fo)°'(he,)'5=3354 lbs 17.4.2.2 d <br /> �.p.N=1 17.4.2.7 <br /> ONcbB=4)(ANc/AN.XT..N)(F.d,N)(PC.NXIF.,,A b) 17.4.2.1 <br /> 0.65•(93.765/49.703)•1.1.1.1.3354=4,113 lbs <br /> Pullout Strength 4)Np. 17.4.3 <br /> 4)=0.65 17.3.3 c ii Category 1-B <br /> cp=1 17.4.3.6 <br /> 4)Np.=4)W,Np,,(f/2500)°5=14,239 lbs 17.4.3.1 <br /> Steel Strength(4)Ns,)=30,195 lbs <br /> Embedment Strength-Concrete Breakout Strength(4)N,,bg)=4,113 lbs <br /> Embedment Strength-Pullout Strength(4)Np,,)=14,239 lbs <br />