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3003 W CASINO RD BLDG 40-25 2018-09-19
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3003 W CASINO RD BLDG 40-25 2018-09-19
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Last modified
9/19/2018 2:56:30 PM
Creation date
9/7/2018 8:11:53 AM
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Address Document
Street Name
W CASINO RD
Street Number
3003
Tenant Name
BLDG 40-25
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11111111111..T1 <br /> www.hilti.us Profis Anchor 2.7.5 <br /> Company: BergerABAM Page: 3 <br /> Specifier: Blythe Meigs Project: 40-25 Vandeck Column <br /> Address: Sub-Project I Pos.No.: A18.0101.00 <br /> Phone I Fax: I Date: 10/25/2017 <br /> E-Mail: <br /> 4 Shear load <br /> Load Vua[Ib] Capacity 4)Vn[Ib] Utilization 13v=Vua/4,V„ Status <br /> Steel Strength* 3585 18005 20 OK <br /> Steel failure(with lever arm)* 3585 5113 71 OK <br /> Pryout Strength(Concrete Breakout 3585 9152 40 OK <br /> Strength controls)* <br /> Concrete edge failure in direction** N/A N/A N/A N/A <br /> *anchor having the highest loading **anchor group(relevant anchors) <br /> 4.1 Steel Strength <br /> Vsa =(0.6 Ase,v luta) refer to ICC-ES ESR-3187 <br /> Vsteel Z Vua ACI 318-14 Table 17.3.1.1 <br /> Variables <br /> Ase,v[In?] futa[psi] (0.6 Ase,v futa)[Ib] <br /> 0.46 125000 34625 <br /> Calculations <br /> Vsa[Ib] <br /> 34625 <br /> Results <br /> Vsa[Ib] (steel 4)eb 4) Vsa[Ib] Vua[Ib] <br /> 34625 0.650 0.800 18005 3585 <br /> 4.2 Steel failure(with lever arm) <br /> VM =aML Ms bending equation for stand-off <br /> b <br /> Ms =M°(1-4,NNSa) resultant flexural resistance of anchor <br /> M° =(1.2)(S)(fu,min) characteristic flexural resistance of anchor <br /> (1 Nua ) reduction for tensile force acting simultaneously with a shear force on the anchor <br /> 3 <br /> S ="32) elastic section modulus of anchor bolt at concrete surface <br /> Lb =z+(n)(do) internal lever arm adjusted for spalling of the surface concrete <br /> 4,VM z Vua ACI 318-14 Table 17.3.1.1 <br /> Variables <br /> am fu,min[psi] Nua[Ib] 4,Nsa[Ib] z[in.] n do[in.] <br /> 2.00 125000 0 43282 1.250 0.500 0.875 <br /> Calculations <br /> Nua <br /> MS[in.lb] (1 k Nsa) Ms[in.Ib] Lb[in.] <br /> 6637.359 1.000 6637.359 1.688 <br /> Results <br /> Vs[lb] (I)steel 4,Vs[Ib] Vua[Ib] <br /> 7866 0.650 5113 3585 <br /> Input data and results must be checked for agreement with the existing conditions and for plausibility! <br /> PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan <br />
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