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PROJECT: Cross Dock <br /> FOR: Tuff Shed Jeffery Beag <br /> }�iy 'FM ADDRESS: 6501 Rainier Dr., <br /> Everett,WA <br /> SHEET#: 20 <br /> MATERIAL HANDLII IN-=RING CALCULATED BY: tchang <br /> esr"'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-SHEAR STRENGTH Configuration 1 Type 144" <br /> Steel Strength 4)V9, V,a 7,455/Anchor--per report 17.5.1 <br /> =0.65 17.3.3.Condition a ii <br /> 4)Vsa=On•V.=0.65.2•7,455=9,692lbs • 17.5.1.2a <br /> Concrete Breakout Strength 4)V.bg 17.5.2 <br /> =0.7 17.3.3 ci-B <br /> A„.=(1.5C,,+S,,d,+ 1.5C,,)h,=253.5 sq.in. <br /> A„„=3Ch,=216 sq.in. <br /> Check if A„w>_A A„/A =1.174 <br /> eC„=1 17.5.2.5 <br /> Wady=0.9 17.5.2.6 <br /> „=1 17.5.2.7 <br /> Thy=1.732 17.5.2.8 <br /> d,=0.5in. 17.5.2.2 <br /> Le=2.35in. 17.2.6d <br /> =1 <br /> The smaller of 7(L /d,)°z(d,)0 5X,(f)°Scat'5 and 9a,,(0°5ca1'5=15,358 lbs 17.5.2.2 a, 17.5.2.2 b <br /> ovcbg=(P(A„C/A„O0)01'OC.„)(T d.„)(1Pc,„)(`Yh„)(Vb) 17.5.2.1 <br /> 0.7•(253.5/216)•1.0.9.1.1.732.15,358=19,668 lbs <br /> Pryout Strength 4)V0Qg 17.5.3 <br /> 0=0.7 17.3.3 Ci-B <br /> KIP=1 17.5.3.1 <br /> N0bg=6,328 lbs <br /> oNcg=4)K,PN,bg=0.7 1 6,328=4,430 lbs <br /> Steel Strength(TVs,)=9,692 lbs <br /> Embedment Strength-Concrete Breakout Strength(4)V0bg)=19,668 lbs <br /> Embedment Strength-Pryout Strength(0Vc)=4,430 lbs <br />