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PROJECT: Cross Dock <br /> SEIZMI� FOR: Tuff Shed Jeffery Beag <br /> ;1 ADDRESS: Rainier6501 Dr., <br /> Everett, <br /> 1NC/J I Ever WA <br /> SHEET#: 18 <br /> MATERIAL HANDLING ENGINEERING CALCULATED BY: tchang <br /> EST.1985 <br /> DATE: 6/11/2024 <br /> TEL:(909)869-0989 PN: 20240523 5 <br /> 1130 F..CYPRESS S'r•COVINA,CA 91724 <br /> POST-INSTALLED ANCHOR ANALYSIS PER ACI 318-19(ACI 318-14),CHAPTER 17 Configuration 1 <br /> Type 144" <br /> Assumed cracked concrete application <br /> Anchor Type 1/2"dia,2.35"hef,5"min.slab <br /> ICC Report Number ESR 2713 1.5•h.,. =3.525 in. <br /> Slab Thickness(h) =6 in. C,, = 12 useC d =3.525 in. <br /> Min. Slab Thickness(h) =5 in. C,, = 12 useC,,,ad, =3.525 in. <br /> Concrete Strength(f) =3000 psi <br /> Diameter(d„) =0.5 in. 3•h., =7.05 in. <br /> Nominal Embedment(h,,0n,) =3.25 in. <br /> Effective Embedment(h,,.) =2.35 in. S, 6 25 Use S, =6.25 in. <br /> Number of Anchors(n) =2 S, =0 in. Use S, =0 in. <br /> e'N =0 <br /> e'V =0 <br /> From ICC ESR Report <br /> cal S1 1.5ha <br /> A„ =0.183 sq.in. ANC <br /> 1.5 he <br /> f = 110000 psi <br /> S2 <br /> =3 in. <br /> cat <br /> C =1.75 in. <br /> =3.563 in. <br /> Ave V <br /> N. =9999 lbs ha IN A -411114111M..x..VA , <br /> ` . NE <br /> f I---►I--=1---►I <br /> 1.5 cal Sq 1.5cal <br /> ass„ Adj. Strength <br /> Tension Capacity=2057 lbs 0.75 1543 lbs <br /> Shear Capacity=2215 lbs 0.75 1661 lbs <br />