AH

Anchors for frame uprights

AH anchor and its US40/50/10G washer (sold separately) are recommended for reinforcing the corners of wood-frame walls subjected to uplift forces. This connector ensures a significant absorption of tensile load. Moreover, its low width allows it to be fastened to a 45 mm wide upright.

CE Marking
ETA
Service class 2
Electrogalvanized steel 20 µm
Indoor

Product Details

Images

Fig. 1: Installation med 1 plade i bunden, 45 mm
Fig. 2: Installation med 2 plader i bunden, 45 mm
Fig. 3: Installation af indvendig væg

Features

Material

  • AH29050/2-FR: galvanized steel S250GD + Z275 according to NF EN 10346.
  • US40/50/10G washer: steel S235JR + hot-dip galvanized finish.

Benefits

  • Low-width anchor for use in frame uprights 45 mm wide.
  • Anchors the wood-frame wall solidly into the ground (recommended in seismic zones).
  • Reinforces the upright-lower plate connection by preventing the uplift of the upright.

Thus, energy is dissipated in the panel through the stitching.
 

Application

Suitable On

  • Wood, concrete

When to Use

  • Used in wood-wood and wood-concrete assemblies

Technical Data

Dimensions

Dimensions and drill holes

References Tun / DB nr. NOB nr. Product Dimensions [mm] Joist Holes flange B
A B C t Ø5 Ø9 Ø13 13.5x25 Ø5 Ø9 Ø13
AH29050/2-FR--2925240223-----1
AH39050/2-FR--3905240227-----1
AH49050/2-FR--4925240236-----1
AH90358977746215945449035402.561--41-
AH90551805974-9055402.561--61-
AH160507742190215945101605040310-3-4-1
AH19050/25385138435827261925240216-----1
AH29050/25385183421635842925240223-----1
AH39050/2TUN931422903943905240227-----1
AH49050/2TUN930422908444925240236-----1
AH61050/2TUN928422908636125240245-----1
AH19050/41432682422903561945440412-----1
AH29050/4TUN932422903752945440418-----1
AH39050/41432683422904133945440427-----1
AH49050/4TUN929422908524945440436-----1
AH61050/4TUN927422908786145440445-----1
AH29050/4-FR--2945440423-----1
AH39050/4-FR--3945440427-----1
AH49050/4-FR--4945440436-----1

Characteristic values - Configuration 1

References Number of Fasteners Characteristic capacities - Timber C24 [kN] Characteristic capacities - WA anchor capacity included - Timber C24 [kN]
Joist Flange B R1.k(1) R1.k(3)
Qty Type Qty Type CNA4.0x35 CNA4.0x50 CNA4.0x35
AH29050/2-FR5CNA1Ø 128.311.18.3
AH39050/2-FR7CNA1Ø 1211.613.88.3
AH49050/2-FR9CNA1Ø 1213.813.88.3
AH29050/4-FR5CNA1Ø 128.311.18.3
AH39050/4-FR7CNA1Ø 1211.615.58.3
AH49050/4-FR9CNA1Ø 1214.9188.3

For configuration 1, 1 WA M12-119/20 or AT-HP + LMAS12/150 are suggested.

(1)The published characteristic capacity is based on instantaneous load duration and service class 2 according to EC5 (EN 1995) – kmod = 1.1. The bolt capacity shall fullfil (2.33 x Fd / Nr.d)1.5 + (0.79 x Fd / Vr.d)1.5 < 1

(3)The published characteristic capacityis based on instantaneous load duration and service class 2 according to EC5 (EN 1995) – kmod = 1.1. The capacity of WA anchor is included with the following hypothesis of an isolated single anchor in non-cracked concrete C20/25 with normal reinforcement: edge distances are over ccr.N=110 mm, ccr.sp = 215 mm and spacing is over scr.N=220 mm, scr.sp = 430 mm

For other load duration and service class, please refer to the ETA to get more accurate capacities

Characteristic values - Configuration 2

References Number of Fasteners Characteristic capacities - Timber C24 [kN] Characteristic capacities - WA anchor capacity included - Timber C24 [kN]
Joist Flange B R1.k(1) R1.k(3)
Qty Type Qty Type CNA4.0x35 CNA4.0x50 CNA4.0x35
AH29050/2-FR4CNA1Ø 126.68.96.6
AH39050/2-FR6CNA1Ø 121013.38.3
AH49050/2-FR8CNA1Ø 1213.313.88.3
AH29050/4-FR4CNA1Ø 126.68.96.6
AH39050/4-FR6CNA1Ø 121013.38.3
AH49050/4-FR8CNA1Ø 1213.317.88.3

For configuration 2, 1 WA M12-119/20 or AT-HP + LMAS12/150 are suggested.

(1)The published characteristic capacity is based on instantaneous load duration and service class 2 according to EC5 (EN 1995) – kmod = 1,1. The bolt capacity shall fullfil (2.33 x Fd / Nr.d)1.5 + (0.79 x Fd / Vr.d)1.5 < 1 
 

(3)The published characteristic capacityis based on instantaneous load duration and service class 2 according to EC5 (EN 1995) – kmod = 1,1. The capacity of WA anchor is included with the following hypothesis of an isolated single anchor in non-cracked concrete C20/25 with normal reinforcement: edge distances are over ccr.N=110 mm, ccr.sp = 215 mm and spacing is over scr.N= 220 mm, scr.sp = 430 mm.

For other load duration and service class, please refer to the ETA to get more accurate capacities

Characteristic values - Configuration 3

References Number of Fasteners Characteristic capacities - Timber C24 [kN] Characteristic capacities - WA anchor capacity included - Timber C24 [kN]
Joist Flange B R1.k(2) R1.k(3)
Qty Type Qty Type CNA4.0x35 CNA4.0x50 CNA4.0x35
AH29050/2-FR16CNA1Ø 1211.411.411
AH39050/2-FR16CNA1Ø 1211.411.411
AH49050/2-FR16CNA1Ø 1211.411.411
AH29050/4-FR16CNA1Ø 1217.317.311
AH39050/4-FR16CNA1Ø 1217.317.311
AH49050/4-FR16CNA1Ø 1217.317.311

The values published below imply the applications of a kmod=0.9 (short-term action).
For other kmod values, please refer to ETA-07/0285.

* It is possible to use CNA nails 4.0 X 50 mm in Configuration 3 only if the upright is more than 50 mm thick.

Product characteristic capacities

References Number of Fasteners Characteristic capacities - Timber C24 [kN]
Joist Flange B R1.k
Qty Type Qty Type
AH29050/2-FRn ≥ 2CNA1M12min (n x Rlat.k ; 15.2/kmod)
AH39050/2-FRn ≥ 2CNA1M12min (n x Rlat.k ; 15.2/kmod)
AH49050/2-FRn ≥ 2CNA1M12min (n x Rlat.k ; 15.2/kmod)
AH90355CNA1M84.0 / kmod
AH90555CNA1M84.0 / kmod
AH16050n ≥ 2CNA1M12min (n x Rlat.k ; 15.3/kmod)
AH19050/2n ≥ 2CNA1M12min (n x Rlat.k ; 15.2/kmod)
AH29050/2n ≥ 2CNA1M12min (n x Rlat.k ; 15.2/kmod)
AH39050/2n ≥ 2CNA1M12min (n x Rlat.k ; 15.2/kmod)
AH49050/2n ≥ 2CNA1M12min (n x Rlat.k ; 15.2/kmod)
AH61050/2n ≥ 2CNA1M12min (n x Rlat.k ; 15.2/kmod)
AH19050/4n ≥ 2CNA1M12min (n x Rlat.k ; 19.8/kmod)
AH29050/4n ≥ 2CNA1M12min (n x Rlat.k ; 19.8/kmod)
AH39050/4n ≥ 2CNA1M12min (n x Rlat.k ; 19.8/kmod)
AH49050/4n ≥ 2CNA1M12min (n x Rlat.k ; 19.8/kmod)
AH61050/4n ≥ 2CNA1M12min (n x Rlat.k ; 19.8/kmod)
AH29050/4-FRn ≥ 2CNA1M12min (n x Rlat.k ; 19.8/kmod)
AH39050/4-FRn ≥ 2CNA1M12min (n x Rlat.k ; 19.8/kmod)
AH49050/4-FRn ≥ 2CNA1M12min (n x Rlat.k ; 19.8/kmod)

Rlat,k = Characteristic load-carrying capacity per shear plane per fastener (CNA or CSA)
n = nef = effective number of fasteners acc. to Eurocode 5 (8.3.1.1)
Required calculated pull-carryring capacity for bolt: NR.d = F1,d x 2,33 ; the required calculated shear capacity for bolt VR.d = F1,d x 0,79

 AH9035 is only usable for connection to rigid support.

Installation

Installation

Fixing

On concrete:
Configuration 1 or 2:

  • Mechanical anchor: WA M12-104/5 dia. 12
  • Chemical anchor: AT-HP resin + LMAS M12-150/35 rod.

Configuration 3:

  • Mechanical anchor: WA M12-219/120
  • Chemical anchor: AT-HP resin + LMAS M12-150/35 threaded rod per metre and tfix minimum 110 mm.

On wood:

  • CNA annular ring-shank nails dia. 4.0 x 35 or dia. 4.0 x 50 mm (the number of nails to be used depends on the application configuration).

Installation

  • Use only the fasteners specified for each of the configurations while precisely respecting the edge distances.
  • The US40/50/10G washer must be used to guarantee the forces given in the table below.

This prevents the AH anchor from unfolding during uplift. The washer is sold separately.

RECOMMENDATIONS FOR USE:
It is recommended to use the AH anchor + US 40/50/100 washer at the end of each wood frame, at the backing of the uprights and perpendicular to each opening. This recommendation does not replace a verification carried out by a competent engineering firm.

Certification

Declaration of Performance (DoP)

European Technical Assessment (ETA)

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Contact

Simpson Strong-Tie Poland

Simpson Strong-Tie Sp. z o.o.

ul. Karczunkowska 42
02-871 Warszawa
Poland