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www.hilti.us Profis Anchor 2.7.2 <br /> Company: BRPH Page: 2 <br /> Specter. Project: STORAGE RACKS <br /> Address: Sub-Project I Pos.No.: <br /> Phone I Fax: Date: 4/192017 <br /> E-Mail: <br /> 2 Load case/Resulting anchor forces y <br /> Load case:Design loads <br /> 03 04 <br /> Anchor reactions[Ib] <br /> Tension force:(+Tension,-Compression) <br /> Anchor Tension force Shear force Shear force x Shear force y <br /> 1 1313 188 0 188 <br /> 2 1313 188 0 188 x <br /> 3 1313 188 0 188 Tension <br /> 4 1313 188 0 188 <br /> max.concrete compressive strain: [960] <br /> max_concrete compressive stress: [psi] <br /> resulting tension force in(x/y)=(0.000/0.000): 5250[lb] <br /> resulting compression force in(x/y)=(0.000/0.000):0]Ib] 0 1 02 <br /> 3 Tension load <br /> Load Nas Pb] Capacity l,N„[Ib] Utilization(Srt=N_1+Nn Status <br /> Steel Strength' 1313 8029 17 OK <br /> Pullout Strength` 1313 3031 44 OK <br /> Concrete Breakout Strength" 5250 7028 75 OK <br /> *anchor having the highest loading "anchor group(anchors intension) <br /> 3.1 Steel Strength <br /> Nae =ESR value refer to ICC-ES ESR-1917 <br /> � Naas N. ACI 318-14 Table 17.3.1.1 <br /> Variables <br /> A..,.[in.1 fda[psi] <br /> 0.10 106000 <br /> Calculations <br /> Nae[lb] <br /> 10705 <br /> Results <br /> Nee[lb] il,steel nonduw. N.[lb] Naa[lb] <br /> 10705 0.750 1.000 8029 1313 <br /> 3.2 Pullout Strength <br /> Npnr =Np.25pg X. V25� refer to ICC-ES ESR-1917 <br /> + Npa,r z Nae ACI 318-14 Table 17.3.1.1 <br /> Variables <br /> f]psi] �. Np.25oo[lb] <br /> 4000 1.000 4915 <br /> Calculations <br /> V� <br /> � <br /> 2500 <br /> 1.265 <br /> Results <br /> Npn c[lb) .—te 4i..ismi0 0 awqucu. 0 Nen r.[lb] N..[lb] <br /> 6217 0.650 0.750 1.000 3031 1313 <br /> Input data and rasulls must be checked for agreement Yam the existing con6tions and for plausibility! <br /> PROFIS Anchor(c)20032009 Hitt AG,FL-9494 Schaan We is a registered Trademark of Ftilti AG,Schaan <br />