Technical Data - HIP

HIP

Technical Data

Product Dimensions

Product Dimensions - HIP - HIP
product.image_with_dim.alt - HIP - HIP
References Item Code ETA Tun / DB nr. NOB nr. Anchor Ø x LD [mm] Ø Nail x LN [mm] Ø drilling hole x min. drilling depth [d0 x h1] [mm] Max fixture thickness [tfix] [mm] Total Length [L] [mm] Packaging [Cdt] [pcs] Ø Fixture Hole [df] [mm] Embedment depth [hnom ≥] [mm]
HIP 5-30/5 HIP05030 - - - 5 x 30 3,4 x 35 5 x 35 5 30 300 5 25
HIP 5-40/15 HIP05040 - - - 5 x 40 3,4 x 45 5 x 35 15 40 200 5 25
HIP 5-50/25 HIP05050 - - - 5 x 50 3,4 x 55 5 x 35 25 50 200 5 25
HIP 6-40/10 HIP06040 - - - 6 x 40 3,8 x 45 6 x 40 10 40 200 6 30
HIP 6-50/20 HIP06050 - - - 6 x 50 3,8 x 55 6 x 40 20 50 100 6 30
HIP 6-60/30 HIP06060 - - - 6 x 60 3,8 x 65 6 x 40 30 60 100 6 30
HIP 6-80/50 HIP06080 - - - 6 x 80 3,8 x 85 6 x 40 50 80 100 6 30
HIP 8-60/20 HIP08060 - - - 8 x 60 4,8 x 65 8 x 50 20 60 150 8 40
HIP 8-80/40 HIP08080 - - - 8 x 80 4,8 x 85 8 x 50 40 80 150 8 40
HIP 8-100/60 HIP08100 - - - 8 x 100 4,8 x 105 8 x 50 60 100 100 8 40
HIP 8-120/80 HIP08120 - - - 8 x 120 4,8 x 125 8 x 50 80 120 100 8 40
HIP 8-140/100 HIP08140 - - - 8 x 140 4,8 x 145 8 x 50 100 140 100 8 40

Recommended loads

References Tension - Nrec [kN] Shear - Vrec [kN] Bending moment [Mzul] [Nm] NRd [kN] VRd [kN]
Non-cracked concrete C20/25 Hollow brick Solid brick Concrete brick Non-cracked concrete C20/25 Hollow brick Solid brick Concrete brick Concrete C20/25 Solid brick - fb > 22 Mpa Concrete C20/25 Solid brick - fb > 22 Mpa
HIP 5-30/5 0.15 - 0.13 - 0.4 - 0.4 - 0.8 - - - -
HIP 5-40/15 0.15 - 0.13 - 0.4 - 0.4 - 0.8 - - - -
HIP 5-50/25 0.15 - 0.13 - 0.4 - 0.4 - 0.8 - - - -
HIP 6-40/10 0.43 - 0.24 - 0.42 - 0.42 - 1 - - - -
HIP 6-50/20 0.43 - 0.24 - 0.42 - 0.42 - 1 - - - -
HIP 6-60/30 0.43 - 0.24 - 0.42 - 0.42 - 1 - - - -
HIP 6-80/50 0.43 - 0.24 - 0.42 - 0.42 - 1 - - - -
HIP 8-60/20 0.43 - 0.3 - 0.8 - 0.8 - 2.1 - - - -
HIP 8-80/40 0.43 - 0.3 - 0.8 - 0.8 - 2.1 - - - -
HIP 8-100/60 0.43 - 0.3 - 0.8 - 0.8 - 2.1 - - - -
HIP 8-120/80 0.43 - 0.3 - 0.8 - 0.8 - 2.1 - - - -
HIP 8-140/100 0.43 - 0.3 - 0.8 - 0.8 - 2.1 - - - -

1) Recomended loads: they are calculated using characteristic loads from the ETA by applying partial security factor from ETAG001 and partial action factor ɣf =1,4.

2) Recomended loads in tension: they are calculated for non reinforced concrete and reinforced concrete with rebar spacing is S≤15 cm or S≤10 cm if the diameter is lower or equal to 10mm.

3) Recomended loads in shear: the values are calculated for one anchor without any edge effect. When shear load are applied close to the edge (C≤10hef or 60d), the edge failure must be checked according to ETAG001, annec C method A.

4) Non cracked concrete: the concrete is non cracked we the inner tension is equal to σL + σR ≤ 0. If no checking is made σR = 3N/mm2 (σL is the inner tension resulting from outside loads, including anchor load).

5) Hollow concrete block: in case of hollow concrete block, the anchor must be in the second socket. To know the recommended loads in this case, please contact our technical service.