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Northwest Tower Engineering Job Name: 76th St-Everett,WA-180'SS Tower Page. 5- <br /> 3426 Broadway, Suite 302 Project Number: 200622.07 Date 01/29/21 <br /> Everett,WA 98201 <br /> N W TE Phone:425-258-4248 Client Name: SNO911 By HC <br /> Fax 425-258-4289 <br /> S2 <br /> n(Bolts) 4 (quantity) Number of Hilti Kwik Bolt TZ2,Carbon Steel or Stainless Steel Expansion Anchors,Total <br /> 0= 0.75 (in) Diameter of Hilti Kwik Bolt TZ2,Carbon Steel or Stainless Steel Expansion Anchors <br /> Length03„sli, ,1 5.5 (in) Bolt Length <br /> Embed030itL„bcy,,,,,,tusnme) 3.25 (in) Minimum Embedment Distance <br /> Stainless Steel Design Tension�g a„t,) 4.38 (kips) Tension Strength per Anchor Bolt(Stainless Steel) <br /> Carbon Steel Design Tension,a„t,t 4.38 (kips) Tension Strength per Anchor Bolt(Carbon Steel) <br /> Stainless Steel Design Shear(p,n„a) 9.44 (kips) Shear Strength per Anchor Bolt(Stainless Steel) <br /> Carbon Steel Design Shearn,„r t) 9.44 (kips) Shear Strength per Anchor Bolt(Carbon Steel) <br /> Check Anchor bolt for Tension,Design Seismic Tension(LRFD),Normal Weight Cracked Concrete,P„=3000(psi) <br /> Design Tension Max.Calculated Tension <br /> 4.38 > 0.84 .. PASS <br /> (kips) (kips) <br /> Check Anchor bolt for Shear,Design Seismic Shear(LRFD),Normal Weight Cracked Concrete,f,=3000(psi) <br /> Design Shear Max.Calculated Shear <br /> 9.44 > 0.10 .. PASS <br /> (kips) (kips) <br /> .: Use Stainless Steel or Carbon Steel Hilti Kwik Bolt T72 3/4"x5-1/2"Anchors <br />