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2828 COLBY AVE 2020-06-16
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2828 COLBY AVE 2020-06-16
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6/16/2020 1:56:22 PM
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6/16/2020 1:53:52 PM
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COLBY AVE
Street Number
2828
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• 10411111.01r1 <br /> www.hilti.us Profis Anchor 2.7.6 <br /> ,..... Company: Page: 3 <br /> Specifier: Project: Colby <br /> Address: � Sub-Project I Pos.No.: I <br /> Phone I Fax: ] Date: 4/9/2018 <br /> E-Mail: <br /> 4 Shear load <br /> Load Vua[Ib] Capacity 4)Vn[Ib] Utilization]3j=Vua/4t Vn Status <br /> Steel Strength* ' 1,500 7,555 20 OK <br /> Steel failure(with lever arm)* N/A N/A N/A N/A <br /> Pryout Strength** 12,000 81,343 15 OK <br /> Concrete edge failure in direction y+** 12,000 15,943 76 OK <br /> *anchor having the highest loading **anchor group(relevant anchors) <br /> 4.1 Steel Strength <br /> Vsa =0.6 Ase,v futa ACI 318-08 Eq.(D-20) <br /> 4) Vsteel Vua ACI 318-08 Eq.(D-2) <br /> • <br /> Variables <br /> As,v Iin2] fora[psi] <br /> 0.33 58,000 1 <br /> Calculations <br /> • <br /> Vsa[lb] <br /> 11,623 / / e <br /> Results <br /> Vsa[lb] 4)steel t Vsa[lb] Vua[Ib] <br /> 11,623 0.650 7,555. 1,500 <br /> 4.2 Pryout Strength <br /> ANc <br /> Vcpg =kcp[(—.)IV ec,N W ed,N W c,N V cp,N Nb] ACI 318-08 Eq.(D-31) <br /> 4) V,pg2 Vua ACI 318-08 Eq.(0-2) <br /> ANc see ACI 318-08,Part D.5.2.1,Fig.RD.5.2.1(b) <br /> ANc0 of=9 h2 ACI 318-08 Eq.(D-6) <br /> 1 • <br /> W ec,N _ (..1,2 eN 5 1.0 ACI 318-08 Eq.(D-9) <br /> 3hef <br /> If ed,N =0.7+0.3(ca4 )51.0 ACI 318-08 Eq.(D-11) <br /> 1.5hef <br /> W cp N =MAX(Oa—m� <br /> n 1.5hef)s 1 0 ACI 318-08 Eq.(D-13) <br /> Oec -'Oac <br /> Nb =kc X. \lfc heir ACI 318-08 Eq.(D-7) <br /> Variables <br /> kcp hei[in.] ect,N[in.] ec2,N[in.] ca,mta[in.] <br /> 2 6.000 0.000 0.000 8.000 . <br /> Ay cc�N— cac[in.] ke X fe[psi] _._... <br /> — — 1.000 - 24 1 3,000 <br /> Calculations <br /> ANC[in.2] No fin.2] W ect,N Ni ec2,N W ed,N lIf cp,N Nb[Ib] <br /> 1,008.00 324.00 1.000 1.000 0.967 1.000 19,320 <br /> Results <br /> . Vcpg[Ib] 4,concrete 4) Vcpg[lb] Vue[Ib] <br /> `t16,204 0.700 81,343 12,000 <br /> /• / <br /> I <br /> Input data and results must be checked for agreement with the existing conditions and for plausibility! <br /> yolPROFIS Anchor(c)2003-2009 Hilt AG.FL-9494 Schaan Hilti is a registered Trademark of Hilt AG,Soirees 4( <br />
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