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<br />Hilti PROFIS Engineering 3.1.11
<br />Input data and results must be checked for conformity with the existing conditions and for plausibility!
<br />PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
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<br />Company:
<br />Address:
<br />Phone I Fax:
<br />Design:
<br />Fastening point:
<br /> |
<br />Masonry - Mar 6, 2025
<br />Page:
<br />Specifier:
<br />E-Mail:
<br />Date:
<br />4
<br />3/6/2025
<br />4 Shear load (Most utilized anchor 1)
<br />Load Vs [lb]Capacity Vt [lb]Utilization bV = Vs/Vt [%]Status
<br /> Steel strength 250 1,360 19 OK
<br /> Bond strength para and perp, (Dir. x-)1 --31 OK
<br />1Shear utilization may result from parallel and perpendicular shear (see details)
<br />4.1 Steel strength
<br />Vt,s = Value refer to Hilti Technical Data
<br />Vt,s ³ Vs
<br />Results
<br />Vt,s [lb]Vs [lb]
<br />1,360 250
<br />4.2 Bond strength parallel
<br />Vt,b,Base,||= Value refer to Hilti Technical Data
<br />Vt,b,||= Vt,b,Base,|| · fred,E,|| · fred,s,|| · fred,Temp
<br />Vt,b,||³Vs,||
<br />Variables
<br />cmin [in.]ccr [in.]smin [in.]scr [in.]Temperature [°F]
<br />4.000 12.000 4.000 13.500 68
<br />Results
<br />Vt,b,|| [lb]Vt,b,Base,|| [lb]Vs,|| [lb]fred,E,||fred,S,||fred,Temp Utilization bV,|| [%]
<br />825 825 250 1.000 1.000 1.000 30
<br />4.3 Bond strength perpendicular
<br />Vt,b,Base,^= Value refer to Hilti Technical Data
<br />Vt,b,^= Vt,b,Base,^ · fred,E,^ · fred,s,^ · fred,Temp
<br />Vt,b,^³Vs,^
<br />Variables
<br />cmin [in.]ccr [in.]smin [in.]scr [in.]Temperature [°F]
<br />4.000 12.000 4.000 13.500 68
<br />Results
<br />Vt,b,^ [lb]Vt,b,Base,^ [lb]Vs,^ [lb]fred,E,^fred,S,^fred,Temp Utilization bV,^ [%]
<br />0 825 0 0.000 0.000 1.000 0
<br />86 of 89
<br />3201 S Halladay St
<br />5/5/2025
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