Scheda tecnica
AE
Piastra di fissaggio angolare con nervatura

Le piastre angolari AE sono utilizzate per assemblaggi legno-legno o assemblaggi su calcestruzzo. AE16 è adatto per l'assemblaggio del puntone sulla trave di banchina o di colmo.

Caratteristiche prodotto

Materiale

  • Acciaio zincato S250GD + Z275 secondo EN 10346

Vantaggi

  • Carico in tutte le direzioni
  • Connessione legno/calcestruzzo

Campi di impiego

Applicazioni

  • Elemento di supporto: legno massiccio, legno lamellare, calcestruzzo, acciaio, ecc.
  • Elemento secondario: legno massiccio, legno composito, lamellare, capriate, profili, ecc.

Utilizzo

  • Utilizzato per assemblaggi legno-legno o legno/calcestruzzo.

Dati tecnici

Product dimensions

AE beam beam montage A B FULL
C_AE116_ProdIll_Ill_Prod_EU_FR_CY.png
Codici DB nr. NOBB nr. Product dimensions [mm] Holes flange A Holes flange B Box Quantity
A B C t Ø5 Ø13 Ø5 Ø13
AE48 3779212 21220751 90 48 48 3 7 2 4 1 100
AE76 - 21594528 90 48 76 3 12 3 7 1 100
AE116 7742216 21594536 90 48 116 3 18 3 7 3 50

Product capacities - Beam to beam - Maximum nailing

AE beam beam montage A B FULL
C_AE116_ProdIll_Ill_Prod_EU_FR_CY.png
AE116 Installer.jpg

1) R4/5 is detemined for beam width b = 75 mm and eccentricity e = 130 mm.
The load capacity belongs to a load group with the modification factor kmod.

If the overall structure prevents the rotation of the purlin, the load values R1,k and R2/3,k in an assembly with only one bracket equal to half of the given value in the table

* For higher F2/F3 capacities, Load combination and other nail patterns, refer to ETA-06/0106

Codici Product capacities - Timber to timber - Maximum nailing
Fasteners Characteristic capacities - Timber C24 - 2 angle brackets per connection [kN]
Flange A Flange B R1.k R2.k = R3.k R4.k = R5,k
Qty Qty CNA4.0x35 CNA4.0x40 CNA4.0x50 CNA4.0x60 CNA4.0x35 CNA4.0x40 CNA4.0x50 CNA4.0x60 CNA4.0x35 CNA4.0x40 CNA4.0x50 CNA4.0x60
AE48 6 4 2.5 2.9 3.8 4.9 3.5 4 4.9 6 1.1/kmod^0.25 1.3/kmod^0.25 1.7/kmod^0.25 2.0/kmod^0.25
AE76 9 7 5.1 5.8 7.7 9.8 10.4 11.6 13.4 15.6 2.5/kmod^0.25 2.9/kmod^0.25 3.6/kmod^0.25 4.2/kmod^0.25
AE116 12 7 5.1 5.8 7.7 9.8 14.7 16.6 20 23.2 2.8/kmod^0.25 3.2/kmod^0.25 4/kmod^0.25 4.7/kmod^0.25

Product capacities - Beam to beam - Partial nailing

AE beam beam montage A B PARTIAL
C_AE116_ProdIll_Ill_Prod_EU_FR_CY.png
AE116 Installer.jpg

1) R4/5 is detemined for beam width b = 75 mm and eccentricity e = 130 mm.
The load capacity belongs to a load group with the modification factor kmod.

If the overall structure prevents the rotation of the purlin, the load values R1,k and R2/3,k in an assembly with only one bracket equal to half of the given value in the table

* For higher F2/F3 capacities, Load combination and other nail patterns, refer to ETA-06/0106

Codici Product capacities - Timber to timber - Partial nailing
Fasteners Characteristic capacities - Timber C24 - 2 angle brackets per connection [kN]
Flange A Flange B R1.k R2.k = R3.k R4.k = R5,k
Qty Qty CNA4.0x35 CNA4.0x40 CNA4.0x50 CNA4.0x60 CNA4.0x35 CNA4.0x40 CNA4.0x50 CNA4.0x60 CNA4,0x35 CNA4,0x40 CNA4,0x50 CNA4,0x60
AE48 4 4 2.5 2.9 3.8 4.9 3.4 3.9 4.7 5.4 1.1/kmod^0.25 1.3/kmod^0.25 1.7/kmod^0.25 2.0/kmod^0.25
AE76 7 7 5.1 5.8 7.7 9.8 8.2 9.5 11.4 13.1 2.5/kmod^0.25 2.9/kmod^0.25 3.6/kmod^0.25 4.2/kmod^0.25
AE116 8 7 5.1 5.8 7.7 9.8 11.9 13.8 16.9 19.4 2.8/kmod^0.25 3.2/kmod^0.25 4/kmod^0.25 4.7/kmod^0.25

Characteristic capacities - Timber to concrete

AE beam concrete montage A B
C_AE116_ProdIll_Ill_Prod_EU_FR_CY.png
AE76 Installer.jpg

1) R4/5 is detemined for beam width b = 75 mm and eccentricity e = 130 mm.
The load capacity belongs to a load group with the modification factor kmod. The characteristic anchoring strength of the bolt must be minimum 15,3 kN for both withdrawal and shear force. The bearing capacity value for the assembly must be reduced proportionally if the bearing capacities of the bolt is less than 15,3 kN.

If the overall structure prevents the rotation of the purlin, the load values R1,k and R2/3,k in an assembly with only one bracket equal to half of the given value in the table

*For higher F2/F3 capacities, Load combination and other nail patterns, refer to ETA-06/0106

Codici Product capacities - Timber to Concrete
Fasteners Characteristic capacities - Timber C24 - 2 angle brackets per connection [kN]
Flange A Flange B R1.k R2.k = R3.k R4.k = R5,k
Qty Type Qty Type CNA4.0x35 CNA4.0x40 CNA4.0x50 CNA4.0x60 CNA4.0x35 CNA4.0x40 CNA4.0x50 CNA4.0x60 CNA4,0x35 CNA4,0x40 CNA4,0x50 CNA4,0x60
AE48 6 CNA* 1 M12 min: 12.3 ; 12.6/kmod min: 14.9 ; 12.6/kmod 12.6/kmod 12.6/kmod 1.9 2.1 3.2 3.5 - min: 5.2 ; 4.2/kmod^0.7 - 4.2/kmod^0.7
AE76 9 CNA* 1 M12 min: 18.7 ; 16.8/kmod min: 22.7 ; 16.8/kmod 16.8/kmod 16.8/kmod 6.7 7.5 10.3 11.2 - min: 8.5 ; 6.1/kmod - 6.1 / kmod
AE116 12 CNA* 2 M12 20.7 25.1 min: 33.3 ; 28.1/kmod min: 38.1 ; 28.1/kmod 23 25.8 25.5 27.7 - 9,1 / kmod^0.2 - min: 14 ; 10/kmod

Simplified characteristic capacities - Timber to concrete

C_AE116_InstIll_Ill_Instld_AE-wood-on-concrete_EU_FR_CN.png
C_AE116_ProdIll_Ill_Prod_EU_FR_CY.png
AE76 Installer.jpg

* Refer to Characteristic Capacity table columns for type of fasteners that can be used in Flange A. Capacities vary depending on fastener type used.

Refer to the Simpson Strong-Tie anchor product range for suitable anchors. Typical anchor solutions are BOAXII, SET-XP, WA, AT-HP, depending on the concrete type, spacing and edge distances.

** The published characteristic capacity is based on short term load duration and service class 2 according to EC5 (EN 1995) – kmod = 0,9. For other load duration and service class, please refer to the ETA to get more accurate capacities

Codici Simplified product capacities - Timber to Concrete
Fasteners Simplified characteristic capacities - Timber C24 - 2 angle brackets per connection [kN]
Flange A Flange B R1.k R2.k = R3.k
Qty Type Qty Type CNA4.0x35 CNA4.0x40 CNA4.0x50 CNA4.0x60 CNA4.0x35 CNA4.0x40 CNA4.0x50 CNA4.0x60
AE48 6 CNA 1 M12 12.3 14 14 14 1.9 2.1 3.2 3.5
AE76 - - - - - - - - - - - -
AE116 12 CNA 2 M12 20.7 25.1 31.2 31.2 23 25.8 25.5 27.7

Product capacities - CLT Beam to CLT beam - Ø12 connector screws - 2 angle brackets

AE CLT to CLT montage A B
C_AE116_ProdIll_Ill_Prod_EU_FR_CY.png
Codici Product capacities - CLT beam to CLT beam - Ø12 connector screws - 2 angle brackets
Fasteners Characteristic capacities - Timber CLT- 2 angle brackets per connection [kN]
Flange A Flange B R1.k R2.k = R3.k
Qty Type Qty Type SSH12x80 SSH12x80
AE48 - - - - - -
AE116 3 SSH 3 SSH 33 29.5

Product capacities - CLT beam to rigid support - Ø12 connector screws - 2 angle brackets

C_AE116_InstIll_Ill_Instld_AE-wood-on-concrete_EU_FR_CN.jpg
Codici Product characteristic capacities - CLT beam to rigid support - Ø12 connector screws - 2 angle brackets
Fasteners Characteristic capacities - Timber CLT- 2 angle brackets per connection [kN]
Flange A Flange B R1,k R2,k = R3,k
Qty Type Qty Type SSH12x80 SSH12x80
AE48 - - - - - -
AE76 - - - - - -
AE116 3 SSH 2 Ø12 48.8 61.9

Installazione tipica

Fissaggi

Legno a legno:

  • Chiodi CNA Ø4 o viti CSA Ø5

Legno a calcestruzzo:

  • Uno o due bulloni M12 bolts con rondella.

Trave X-Lam a trave X-Lam:

  • WOOD TOP TL o SSH Ø 12.0 x 80 mm (per AE116)