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0 Contents - Hilti Svenska AB

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X-FB, X-DFB, X-EMTC,<br />

X-FBMX<br />

Load data<br />

Design data<br />

Recommended loads<br />

Concrete Sandlime stone Steel<br />

Fastener Nrec [N] Nrec [N] Nrec [N]<br />

X-FB / X-DFB 200 1 ) 200 1 ) 200 1 )<br />

X-FB MX with X-U or X-ZF 200 1 ) 200 1 ) 200 1 )<br />

X-FB MX with X-GHP 20 50 – –<br />

X-FB MX with X-GN 27 – 50 –<br />

X-FB MX with X-EGN 14 or X-U – – 200 1 )<br />

X-EFC 2 ) 50 50 50<br />

1 ) eccentric loading considered; 2 ) Load controlled by serviceability of the plastic part<br />

Test data<br />

Important note: Test data are for information only and can’t be used for design. These data<br />

are examples and not representing the whole range of applications and load cases.<br />

Design data for <strong>Hilti</strong> standard nails in concrete are based on a specific statistical evaluation<br />

method taken into consideration high variation coefficients. The evaluation procedure is<br />

described within section Direct Fastening Technology of this manual. For more detailed<br />

information please contact <strong>Hilti</strong>.<br />

Load capacity of the nails:<br />

Fastenings to concrete<br />

Average tensile Scatter Embedment Concrete<br />

failure load depth strength<br />

Nail Nu,m [kN] [%] hET [mm] fcc [N/mm 2 ]<br />

X-GHP 20 MX 1.61 52.0 14.0 52.2<br />

X-GN 27 MX 1.91 47.1 19.2 23.7<br />

X-U 22 MX 3.18 37.8 20.1 54.7<br />

X-U 27 MX 4.04 35.4 24.5 30.9<br />

Fastenings to steel<br />

Average tensile Scatter Embedment Steel Steel<br />

failure load depth thickness strength<br />

Nail Nu,m [kN] [%] hET [mm] tll [mm] fu [N/mm 2 ]<br />

X-EGN 14 MX 3.62 13.7 8.6 6 543<br />

X-U 16 MX 17.46 4.0 12.2 6 634<br />

4.198 11 / 2007

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