European Technical Approval ETA-99/0009
European Technical Approval ETA-99/0009
European Technical Approval ETA-99/0009
You also want an ePaper? Increase the reach of your titles
YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.
Page 21 of <strong>European</strong> <strong>Technical</strong> <strong>Approval</strong> <strong>ETA</strong>-<strong>99</strong>/<strong>0009</strong><br />
Table 10a: Displacements under shear loads, HDA-P and HDA-T<br />
HDA-P M10 M12 M16 M20<br />
Shear load in C20/25 to C50/60<br />
cracked and non-cracked concrete<br />
Displacement<br />
[kN] 11,4 17,1 35,9 51<br />
δV0 [mm] 2,8 2,5 4,1 5,0<br />
δV∞ [mm] 4,1 3,8 6,2 7,5<br />
HDA-T M10 M12 M16 M20<br />
Shear load in C20/25 to C50/60<br />
cracked and non-cracked concrete<br />
Displacement<br />
[kN] 33,3 42,8 95,2 119<br />
δV0 [mm] 6,2 6,9 10,1 12,0<br />
δV∞ [mm] 9,3 10,3 15,1 18,0<br />
Table 10b: Displacements under shear loads, HDA-PR and HDA-TR<br />
HDA-P M10 M12 M16<br />
Shear load in C20/25 to C50/60<br />
cracked and non-cracked concrete<br />
Displacement<br />
[kN] 13,3 19,3 35,9<br />
δV0 [mm] 4,2 3,0 6,9<br />
δV∞ [mm] 6,3 4,5 10,4<br />
HDA-T M10 M12 M20<br />
Shear load in C20/25 to C50/60<br />
cracked and non-cracked concrete<br />
Displacement<br />
Hilti Design Anchor HDA<br />
HDA-P, HDA-T, HDA-PR, HDA-TR<br />
Displacements under shear loads<br />
[kN] 41,7 46,9 73,7<br />
δV0 [mm] 4,2 3,0 6,9<br />
δV∞ [mm] 6,3 4,5 10,4<br />
Annex 14<br />
of <strong>European</strong><br />
<strong>Technical</strong> <strong>Approval</strong><br />
<strong>ETA</strong>-<strong>99</strong>/<strong>0009</strong>
Change language