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<br />Hilti PROMS Engineering 3.0.85
<br />www.hilti.com
<br />Company: Page: 5
<br />Address: Specifier:
<br />Phone I Fax: E-Mail:
<br />Design: Drafts_39451-3-HILTI (1) Date: 4/28/2023
<br />Fastening point:
<br />4 Shear load (Most utilized anchor 1)
<br />Load Vs [lb] Capacity Vt [lb] Utilization Pv = Vs/Vt [%] Status
<br />Steel strength 34 1,090 4 OK
<br />Bond strength para and perp, (Dir. x+)' - - 29 OK
<br />'Shear utilization may result from parallel and perpendicular shear (see details)
<br />4.1 Steel strength
<br />Vts = Value refer to Hilti Technical Data
<br />Vt,s ? Vs
<br />Results
<br />Vts [lb] Vs [lb]
<br />1,090 34
<br />4.2 Bond strength parallel
<br />Vt,b,Base,ll = Value
<br />refer to Hilti Technical Data
<br />Vt,b,ll = Vt,b,Base,l
<br />fred,E,ll - fred,s,l fred,Temp
<br />Vt,b,ll > Vs,ll
<br />Variables
<br />Cmin [in.]
<br />c°f [in.]
<br />Smin [in.] Ser [in.]
<br />Temperature [°F]
<br />8.000
<br />16.000
<br />8.000 16.000
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<br />Results
<br />Vtbll [lb]
<br />VtbBasell [lb]
<br />Vsli [lb] fred,E,ll
<br />fred,S,ll fred,Temp Utilization Rvli [%]
<br />170
<br />680
<br />-23 0.500
<br />0.500 1.000 13
<br />4.3 Bond strength perpendicular
<br />Vt,b,Base,l = Value
<br />refer to Hilti Technical Data
<br />Vt,b,l = Vt,b,Base,l
<br />' fred,E,1 . fred,s,1 ' fred,Temp
<br />Vlbl > Vs,-,
<br />Variables
<br />Cmin [in.]
<br />C°r [in.]
<br />Smin [in.] Scr [in.]
<br />Temperature [°F]
<br />8.000
<br />16.000
<br />8.000 16.000
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<br />Results
<br />Vt,b,l [lb]
<br />Vt,b,Base,1 [lb]
<br />Vs1 [lb] fred,E,l
<br />fred,S,l fred,Temp Utilization Rv,l [%]
<br />170
<br />680
<br />26 0.500
<br />0.500 1.000 15
<br />Input data and results must be checked for conformity with the existing conditions and for plausibility!
<br />PROMS Engineering ( c ) 2003-2023 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
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