Scheda tecnica

Le piastre angolari AE sono utilizzate per assemblaggi legno-legno o assemblaggi su calcestruzzo.

AE16 è adatto per l'assemblaggio di travi a vista sulla piastra del colmo.

Caratteristiche prodotto

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

Product dimensions

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Codici	DB nr.	NOBB nr.	Product dimensions [mm]				Holes flange A		Holes flange B		Pz/conf.	Peso [kg]
Codici	DB nr.	NOBB nr.	A	B	C	t	Ø5	Ø13	Ø5	Ø13	Pz/conf.	Peso [kg]
AE48	3779212	21220751	90	48	48	3	7	2	4	1	100	0.13
AE76	-	21594528	90	48	76	3	12	3	7	1	100	0.21
AE116	7742216	21594536	90	48	116	3	18	3	7	3	50	0.34

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Codici	Product capacities - Timber to timber - Maximum nailing
1) R_4/5 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 k_mod. If the overall structure prevents the rotation of the purlin, the load values R_1,k and R_2/3,k in an assembly with only one bracket equal to half of the given value in the table * For higher F_2/F3 capacities, Load combination and other nail patterns, refer to ETA-06/0106
	Fasteners		Characteristic capacities - Timber C24 - 2 angle brackets per connection [kN]
	Flange A	Flange B	R_1.k				R_2.k = R_3.k				R_4.k= R_5,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

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Codici	Product capacities - Timber to timber - Partial nailing
1) R_4/5 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 k_mod. If the overall structure prevents the rotation of the purlin, the load values R_1,k and R_2/3,k in an assembly with only one bracket equal to half of the given value in the table * For higher F_2/F3 capacities, Load combination and other nail patterns, refer to ETA-06/0106
	Fasteners		Characteristic capacities - Timber C24 - 2 angle brackets per connection [kN]
	Flange A	Flange B	R_1.k				R_2.k = R_3.k				R_4.k = R_5,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

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Codici	Product capacities - Timber to Concrete
1) R_4/5 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 k_mod. 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 R_1,k and R_2/3,k in an assembly with only one bracket equal to half of the given value in the table *For higher F_2/F3 capacities, Load combination and other nail patterns, refer to ETA-06/0106
	Fasteners				Characteristic capacities - Timber C24 - 2 angle brackets per connection [kN]
	Flange A		Flange B		R_1.k				R_2.k = R_3.k				R_4.k = R_5,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

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Codici	Simplified product capacities - Timber to Concrete
* 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
	Fasteners				Simplified characteristic capacities - Timber C24 - 2 angle brackets per connection [kN]
	Flange A		Flange B		R_1.k				R_2.k = R_3.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

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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		R_1.k	R_2.k = R_3.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

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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		R_1,k	R_2,k = R_3,k
	Qty	Type	Qty	Type	SSH12x80	SSH12x80
AE48	-	-	-	-	-	-
AE76	-	-	-	-	-	-
AE116	3	SSH	2	Ø12	48.8	61.9

Legno a legno:

Legno a calcestruzzo:

Trave X-Lam a trave X-Lam: