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DS<br />

Load data<br />

Design data<br />

Recommended loads<br />

Fastening wood to concrete, sandlimemasonry<br />

or to steel<br />

Fastening wood to concrete, sandlimemasonry:<br />

Nrec = Vrec = 400 N<br />

Fastening wood to steel:<br />

Design conditions:<br />

• For safety relevant fastenings sufficient redundancy of the entire system is required:<br />

Minimum 5 fastenings per fastened unit with normal weight concrete base material.<br />

• Increase to 600 N possible if 8 or more fastenings in each fastened unit.<br />

• All visible failures must be replaced.<br />

• Valid for concrete and sand lime-masonry with strength of fcc < 40 N/mm2 Nrec = Vrec = 600 N<br />

Nrec<br />

Vrec<br />

.<br />

• Fastened material: wood, minimum thickness = 24 mm<br />

plywood, minimum thickness = 16 mm<br />

Soft material:<br />

• Working loads depend on strength and thickness of material fastened. Do not use working<br />

loads in excess of those for wood.<br />

• Depth penetration and other conditions same as for fastening wood.<br />

• Use R23 or R36 (∅ 4.5 mm hole) washer to control penetration and to increase pullover<br />

strength. Separately available from <strong>Hilti</strong>.<br />

Metal profiles to concrete:<br />

Nrec<br />

Vrec<br />

Nrec = Vrec = 400 N<br />

• Minimum 5 fastenings per fastened unit (normal weight concrete)<br />

• Increase to 600 N possible if 8 or more fastenings in each fastened unit.<br />

• All visible failures must be replaced<br />

• tI = 1–4 mm<br />

Test data<br />

For more detailed information on the performance of the system please contact <strong>Hilti</strong>.<br />

4.136 11 / 2007

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