Technical Sheet

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.

Features

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

Riferimento	staffa angolare capacità
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
	prodotto capacities - legno to legno - Beam to beam - Full nailing
	numero of Fasteners		capacità caratteristica - 2 angle brackets per connection - full nailing[kN]
	trave	flangia B	R₁,ₖ				R2,k = R3,k[kN]				R4/5,k
	quantità	quantità	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	3	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	5.9	7.7	9.8	10.4	11.6	13.4	15.7	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	5.9	7.7	9.8	14.7	16.5	20	23	2.8/kmod^0.25	3.2/kmod^0.25	4/kmod^0.25	4.7/kmod^0.25

Riferimento	staffa angolare capacità
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
	prodotto capacities - legno to legno - Partial nailing
	numero of Fasteners		capacità caratteristica - 2 angle brackets per connection - full nailing[kN]
	trave	flangia B	R₁,ₖ				R2,k = R3,k				R4,k = R5,k(1)
	quantità	quantità	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	4.0	4.0	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	7.0	7.0	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	8.0	7.0	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

Riferimento	staffa angolare capacità
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
	prodotto capacities - legno to calcestruzzo
	numero of Fasteners				capacità caratteristica - 2 angle brackets per connection - full nailing[kN]
	trave		flangia B		R₁,ₖ				R2,k = R3,k				R4/5,k
	quantità	tipo	quantità	tipo	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

Riferimento	staffa angolare capacità
* 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
	Simplified prodotto capacities - legno to calcestruzzo
	numero of Fasteners				Characteristic Capacities - legno C24 - 2 Angle Brackets per Connection[kN]
	trave		flangia B		R₁,ₖ				R2,k = R3,k
	quantità	tipo	quantità	tipo	CNA4.0x35	CNA4.0x40	CNA4.0x50	CNA4.0x60	CNA4.0x35	CNA4.0x40	CNA4.0x50	CNA4.0x60
AE48	6.0	CNA	1.0	M12	12.3	14	14	14	1.9	2.1	3.2	3.5
AE76	-	-	-	-	-	-	-	-	-	-	-	-
AE116	12.0	CNA	2.0	M12	20.7	25.1	31.2	31.2	23	25.8	25.5	27.7

Riferimento	staffa angolare capacità
	prodotto capacities - CLT beam to CLT beam - Ø12 connettore viti - 2 angle brackets
	Characteristic capacities - legno CLT- 2 angle brackets per connection[kN]		numero of Fasteners
	R₁,ₖ	R2,k = R3,k	trave		flangia B
	SSH12x80	SSH12x80	quantità	tipo	quantità	tipo
AE48	-	-	-	-	-	-
AE116	33	29.5	3.0	SSH	3.0	SSH

Riferimento	staffa angolare capacità
	prodotto characteristic capacities - CLT beam to rigid supporto - Ø12 connettore viti - 2 angle brackets
	Characteristic capacities - legno CLT- 2 angle brackets per connection[kN]		numero of Fasteners
	R₁,ₖ	R2,k = R3,k	flangia B		trave
	SSH12x80	SSH12x80	quantità	tipo	quantità	tipo
AE48	-	-	-	-	-	-
AE76	-	-	-	-	-	-
AE116	48.8	61.9	2.0	Ø12	3.0	SSH

Legno a legno:

Legno a calcestruzzo:

Trave X-Lam a trave X-Lam: