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0 Contents - Hilti Svenska AB

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X-ECH: Laying cable on ceilings and walls<br />

Max. capacity (Number of ∅ 10 mm cables / X-ECH) at spacing of 60–80 mm<br />

Designation Number of cables<br />

X-ECH-S __ and X-ECH/FR-S __ 10–15<br />

X-ECH-M __ and X-ECH/FR-M __ 20–25<br />

X-EKB, X-ECH<br />

X-ECH-L __ and X-ECH/FR-L __ 30–35<br />

Conditions:<br />

• For concrete C12/15 to C45/55 (fcc ″ 15 N/mm2 to 55 N/mm2 / fc ″ 12 N/mm2 to 45 N/mm2 ), aggregate size <<br />

32 mm<br />

• All visible placing failures have to replaced<br />

• Damaged X-ECH have to replaced<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-U 37 PH 1.53 56.4 17.0 31.5<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 />

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 />

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

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

11 / 2007 4.191

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