Connectors

ABR255

Reinforced Angle Bracket for CLT

Reinforced angle bracket ABR255 has been especially developed to fix CLT panels on wood or concrete support. Very versatile, it is particularly resistant to shear loads thanks to its optimized geometry.

Technical Data Sheet

CE Marking

ETA

New

Service class 2

EPD

Indoor

Electrogalvanized steel Z275

ABR255_SSTBP_homepage_FR_fr

ABR255_SSTBP_homepage_ES_es

ABR255_SSTBP_homepage_NL_nl

ABR255_SSTBP_homepage_PT_pt

ABR255_SSTBP_homepage_FI_fi

ABR255_SSTBP_homepage_DE_de

Product Details

Images

C_ABR255 wood-wood_InstIll_Ill_Instld_Br46_CLT_DK_EU_C0.jpg

C_ABR255 concrete-wood_InstIll_Ill_Instld_Br46_CLT_DK_EU_C0.jpg

Features

Material

Galvanized steel S250GD + Z275 according to EN 10346
Thickness 3 mm

Benefits

Ideal for use in CLT buildings
Great versatility: can be installed on wooden support and concrete support
High performance for horizontal (F₂/ F₃) and vertical (F₁) loads directions

Application

Suitable On

Supporting member: solid wood, glulam, CLT, concrete, steel
Supported member: solid wood, glulam, CLT

Scope

Solid panels
Cross laminated panel (CLT)

Technical Data

Product dimensions

Dimensions

Reference	Connector Dimensions
	Other			Product Dimensions[mm]				Joist[mm]		Flange B[mm]
	Tun / DB nr.	Qty per Box	Weight[kg]	A[mm]	B[mm]	C[mm]	Thickness[mm]	Round		Round
	Tun / DB nr.	Qty per Box	Weight[kg]	A[mm]	B[mm]	C[mm]	Thickness[mm]	Ø5[mm]	Ø14[mm]	Ø5[mm]	Ø14[mm]
ABR255	1901628	10.0	1.2	120	100	255	3	52	2	41	4
ABR255SO	2112422	10.0	1.7	200	100	255	3	56	2	-	4

Product characteristic capacities - Timber to timber - 1 angle bracket - Full nailing - Nailing pattern 1

Dimensions

Reference	Angle bracket capacity
	Product capacities - Timber to timber - Full nailing - Nailing pattern 1
	Number of Fasteners		Characteristic capacities - Timber C24 - 1 angle bracket per connection[kN]
	Joist	Flange B	R₂,ₖ=R₃,ₖ				R₁,ₖ				R5,k				R4,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	CNA4.0x35	CNA4.0x40	CNA4.0x50	CNA4.0x60
ABR255	52.0	41.0	33.5	37	45.9	50.5	14,1 / kmod^0,4	16 / kmod^0,4	19,5/ kmod^0,4	22,5 / kmod^0,4	min (14.3 / kmod^0,4; 13.4/kmod)	min (15.7 / kmod^0,4; 13.4/kmod)	min (18.8 / kmod^0,4; 13.4/kmod)	13.4/kmod	12.5	14.9	18.2	21.1

The value in the table above can be used if the panel can't rotate.

Characteristic Capacities - Timber to Timber - 1 Angle Bracket - Full Nailing - Nailing Pattern 1

Dimensions

Reference	Angle bracket capacity
	Product capacities - Timber to timber – Full nailing - Nailing Pattern 1
	Number of Fasteners		Characteristic capacities - Timber C24 - 1 angle brackets per connection[kN]
	Joist	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	CNA4.0x35	CNA4.0x40	CNA4.0x50	CNA4.0x60
ABR255	52.0	41.0	14.7	16.7	20.3	23.5	33.5	37	45.9	50.5	12.5	14.9	18.2	21.1	14.8	14.8	14.8	14.8

The published characteristic capacity is based on short term load duration and service class 2 according to EC5 (EN 1995) where k_mod = 0.9.
For other load duration and service class, please refer to the ETA.

Product characteristic capacities - Timber to timber - 1 angle bracket - Partial nailing - Nailing pattern 2

Dimensions

Reference	Angle bracket capacity
	Product capacities - Timber to timber - Partial nailing - Nailing pattern 2
	Number of Fasteners		Characteristic capacities - Timber C24 - 1 angle bracket per connection[kN]
	Joist	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	CNA4.0x35	CNA4.0x40	CNA4.0x50	CNA4.0x60
ABR255	30.0	23.0	12,2 / kmod^0,4	13,7 / kmod^0,4	16,5 / kmod^0,4	19,5 / kmod^0,4	27.4	30.5	38	42.1	12.2	13.8	16.9	19.5	min (11.5 ; 13.9/kmod)	min (13.6 ; 13.9/kmod)	min (18 ; 13.9/kmod)	min (22 ; 13.9/kmod)

The value in the table above can be used if the panel can't rotate.

Characteristic Capacities - Timber to Timber - 1 Angle Bracket - Partial Nailing - Nailing Pattern 2

Dimensions

Reference	Angle bracket capacity
	Product capacities - Timber to timber – Partial nailing - Nailing pattern 2
	Number of Fasteners		Characteristic capacities - Timber C24 - 1 angle bracket per connection[kN]
	Flange B	Joist	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	CNA4.0x35	CNA4.0x40	CNA4.0x50	CNA4.0x60
ABR255	23.0	30.0	12.7	14.3	17.2	20.3	27.4	30.5	38	42.1	12.2	13.8	16.9	19.5	11.5	13.6	15.4	15.4

The published characteristic capacity is based on short term load duration and service class 2 according to EC5 (EN 1995) where k_mod = 0.9.
For other load duration and service class, please refer to the ETA.

Product characteristic capacities - Timber to timber - 1 angle bracket - Partial nailing - Nailing pattern 4

Dimensions

Reference	Angle bracket capacity
	Product capacities - Timber to timber - Partial nailing - Nailing pattern 4
	Characteristic capacities - Timber C24 - 1 angle bracket per connection[kN]								Number of Fasteners
	R₂,ₖ=R₃,ₖ		R₁,ₖ		R5,k		R4,k		Joist	Flange B
	CNA4.0x50	CNA4.0x60	CNA4.0x50	CNA4.0x60	CNA4.0x50	CNA4.0x60	CNA4.0x50	CNA4.0x60	Qty	Qty
ABR255	28.6	31.4	15,6/kmod^0,4	18,1/kmod^0,4	10.8/kmod^0.3	min (12.7/kmod^0,3 ; 12.8 / kmod)	15.9	18.3	24.0	21.0

The value in the table above can be used if the panel can't rotate.

Nailing pattern 4 has been specifically developed for CLT application. It can be used for applications with other timber based materials provided that the materials comply with the spacing and distances of fasteners in CLT.

Characteristic Capacities - Timber to Timber - 1 Angle Bracket - Partial Nailing - Nailing Pattern 4

Dimensions

Reference	Angle bracket capacity
	Product capacities - Timber to timber - Partial nailing - Nailing pattern 4
	Number of Fasteners		Characteristic capacities - Timber C24 - 1 angle bracket per connection[kN]
	Joist	Flange B	R₁,ₖ		R₂,ₖ=R₃,ₖ		R5,k		R4,k
	Qty	Qty	CNA4.0x50	CNA4.0x60	CNA4.0x50	CNA4.0x60	CNA4.0x50	CNA4.0x60	CNA4.0x50	CNA4.0x60
ABR255	24.0	21.0	16.2	18.8	28.6	31.4	11.1	16.7	15.9	18.3

The published characteristic capacity is based on short term load duration and service class 2 according to EC5 (EN 1995) where k_mod = 0.9.
For other load duration and service class, please refer to the ETA.

Product characteristic capacities - Timber to timber - 1 angle bracket - Partial nailing - Nailing pattern 5

Dimensions

Reference	Angle bracket capacity
	Product capacities - Timber to timber - Partial nailing - Nailing pattern 5
	Characteristic capacities - Timber C24 - 1 angle bracket per connection[kN]		Number of Fasteners
	R₂,ₖ=R₃,ₖ	R₁,ₖ	Joist	Flange B
	CSA5.0x50	CSA5.0x50	Qty	Qty
ABR255	51.7	23,6 / kmod	46.0	41.0

The value in the table above can be used if the panel can't rotate.

Nailing pattern 5 has been specifically developed for CLT application. It can be used for applications with other timber based materials provided that the materials comply with the spacing and distances of fasteners in CLT.

Product characteristic capacities - Timber to timber - 1 angle bracket - Partial nailing - Nailing pattern 6

Reference	Angle bracket capacity
	Product capacities - Timber to timber - Partial nailing - Nailing pattern 6
	Number of Fasteners		Characteristic capacities - Timber C24 - 1 angle bracket per connection[kN]
	Joist	Flange B	R₂,ₖ=R₃,ₖ		R₁,ₖ
	Qty	Qty	CNA4.0x50	CNA4.0x60	CNA4.0x50	CNA4.0x60
ABR255	32.0	21.0	36.1	39.2	-	-

The value in the table above can be used if the panel can't rotate.

Nailing pattern 6 has been specifically developed for CLT application. It can be used for applications with other timber based materials provided that the materials comply with the spacing and distances of fasteners in CLT.

Characteristic Capacities - CLT Beam to CLT Beam - Ø12 Connector Screws - 1 Angle Bracket

Dimensions

Reference	Angle bracket capacity
	Product capacities - CLT beam to CLT beam - Ø12 connector screws - 2 angle brackets
	Number of Fasteners				Characteristic capacities - Timber C24 - 1 angle bracket per connection[kN]
	Joist		Flange B		R₂,ₖ=R₃,ₖ	R₁,ₖ
	Qty	Type	Qty	Type	SSH12x80	SSH12x80
ABR255	2.0	SSH	4.0	SSH	16.6	13.4

Product characteristic capacities - Timber to rigid support - 1 angle bracket - Full nailing - Nailing pattern 1

Reference	Angle bracket capacity
	Product capacities - Timber to Concrete - Full nailing - Nailing pattern 1
	Number of Fasteners				Characteristic capacities - Timber C24 - 1 angle bracket per connection[kN]
	Flange B		Joist		R₁,ₖ				R4,k				R₂,ₖ=R₃,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	CNA4.0x35	CNA4.0x40	CNA4.0x50	CNA4.0x60
ABR255	2.0	Ø12	52.0	CNA	22 / kmod	22 / kmod	22 / kmod	22 / kmod	18.3/kmod^0,7	18.3/kmod^0,7	18.3/kmod^0,7	18.3/kmod^0,7	33	36	min (45,3 ; 42,9/kmod)	min (49,2 ; 42,9/kmod)	min (17.1/kmod^0.25 ; 17.7/kmod)	min (19.5/kmod^0.25 ; 17.7/kmod)	min (23.5/kmod^0.25 ; 17.7/kmod)	min (27.3/kmod^0.25 ; 17.7/kmod)
ABR255SO	2.0	Ø12	56.0	CNA	22,9/kmod	22,9/kmod	22,9/kmod	22,9/kmod	18,6/kmod^0,66	18,6/kmod^0,66	18,6/kmod^0,66	18,6/kmod^0,66	29.2	32.5	38.6	-	5,05/kmod	5,05/kmod	5,05/kmod	5,05/kmod

The value in the table above can be used if the panel can't rotate.

The anchors must be checked seperatly using tension value of 1.1*F1, 1*F2 and 1.1*F5

Characteristic Capacities - Timber to Rigid Support - 1 Angle Bracket - Full Nailing - Nailing Pattern 1

Reference	Angle bracket capacity
	Product capacities - Timber to Concrete - Full nailing - Nailing Pattern 1
	Number of Fasteners				Characteristic capacities - Timber C24 - 1 angle bracket per connection[kN]
	Joist		Flange B		R₂,ₖ=R₃,ₖ				R4,k				R₁,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	CNA4.0x35	CNA4.0x40	CNA4.0x50	CNA4.0x60
ABR255	52.0	CNA	2.0	Ø12	25.1	29.2	45.3	49.2	19.7	19.7	19.7	19.7	24.4	24.4	24.4	24.4	17.5	19.6	19.6	19.6
ABR255SO	56.0	CNA	2.0	Ø12	29.2	32.5	38.6	-	17.1	17.1	17.1	17.1	20.8	20.8	20.8	20.8	4.6	4.6	4.6	4.6

The published characteristic capacity is based on short term load duration and service class 2 according to EC5 (EN 1995) where k_mod = 0.9.
For other load duration and service class, please refer to the ETA
The bolt design resistance requirement R#,d is determined from (bolt factor x connection design load F#,d) for the required load direction and fastener. Refer to the Simpson Strong-Tie anchor product range for suitable anchors. Typical anchor solutions are Set-XP, AT-HP, depending on the concrete type, spacing and edge distances.

Product characteristic capacities - Timber to rigid support - 1 angle bracket - Partial nailing - Nailing pattern 2

Dimensions

Reference	Angle bracket capacity
	Product capacities - Timber to Concrete - Partial nailing - Nailing pattern 2
	Characteristic capacities - Timber C24 - 1 angle bracket per connection[kN]																Number of Fasteners
	R₁,ₖ				R₂,ₖ=R₃,ₖ				R4,k				R5,k				Joist		Flange B
	CNA4.0x35	CNA4.0x40	CNA4.0x50	CNA4.0x60	CNA4.0x35	CNA4.0x40	CNA4.0x50	CNA4.0x60	CNA4.0x35	CNA4.0x40	CNA4.0x50	CNA4.0x60	CNA4.0x35	CNA4.0x40	CNA4.0x50	CNA4.0x60	Qty	Type	Qty	Type
ABR255	15.94	18.8	min (24,8 ; 22 / kmod)	min (30,3 ; 22 / kmod)	21.6	23.7	29	32	18.3/kmod^0,7	18.3/kmod^0,7	18.3/kmod^0,7	18.3/kmod^0,7	15.3/kmod^0.6	16.5/kmod^0.6	min (19.9/kmod^0.4 ; 17.7 / kmod)	min (23.3/kmod^0.4 ; 17.7 / kmod)	30.0	CNA	2.0	Ø12
ABR255SO	min (24,3; 22,9/kmod)	min (27,5; 22,9/kmod)	min (34,7; 22,9/kmod)	22,9/kmod	13.3	15.7	20.7	-	18,2/kmod^0,66	18,2/kmod^0,66	18,2/kmod^0,66	18,2/kmod^0,66	5,05/kmod	5,05/kmod	5,05/kmod	5,05/kmod	19.0	CNA	2.0	Ø12

The value in the table above can be used if the panel can't rotate.

The anchors must be checked seperatly using tension value of 1.1*F1, 1*F2 and 1.1*F5

Characteristic Capacities - Timber to Rigid Support - 1 Angle Bracket - Partial Nailing - Nailing Pattern 2

Dimensions

Reference	Angle bracket capacity
	Product capacities - Timber to Concrete - Partial nailing - Nailing Pattern 2
	Characteristic capacities - Timber C24 - 1 angle bracket per connection[kN]																Number of Fasteners
	R₁,ₖ				R₂,ₖ=R₃,ₖ				R4,k				R5,k				Joist		Flange B
	CNA4.0x35	CNA4.0x40	CNA4.0x50	CNA4.0x60	CNA4.0x35	CNA4.0x40	CNA4.0x50	CNA4.0x60	CNA4.0x35	CNA4.0x40	CNA4.0x50	CNA4.0x60	CNA4.0x35	CNA4.0x40	CNA4.0x50	CNA4.0x60	Qty	Type	Qty	Type
ABR255	15.94	18.8	24.4	24.4	21.6	23.7	29.3	32	20.3	20.3	20.3	20.3	16.2	17.5	19.6	19.6	30.0	CNA	2.0	Ø12
ABR255SO	20.8	20.8	20.8	2.08	13.3	15.7	20.7	-	17.1	17.1	17.1	17.1	4.6	4.6	4.6	4.6	19.0	CNA	2.0	Ø12

The published characteristic capacity is based on short term load duration and service class 2 according to EC5 (EN 1995) where k_mod = 0.9.
For other load duration and service class, please refer to the ETA
The bolt design resistance requirement R#,d is determined from (bolt factor x connection design load F#,d) for the required load direction and fastener. Refer to the Simpson Strong-Tie anchor product range for suitable anchors. Typical anchor solutions are SET-XP and AT-HP, depending on the concrete type, spacing and edge distances.

Product characteristic capacities - Timber to rigid support - 1 angle bracket - Partial nailing - Nailing pattern 4

Dimensions

Reference	Angle bracket capacity
	Product capacities - Timber to Concrete - Partial Nailing - Nailing pattern 4
	Number of Fasteners				Characteristic capacities - Timber C24 - 1 angle bracket per connection[kN]
	Joist		Flange B		R₁,ₖ		R₂,ₖ=R₃,ₖ		R4,k		R5,k
	Qty	Type	Qty	Type	CNA4.0x50	CNA4.0x60	CNA4.0x50	CNA4.0x60	CNA4.0x50	CNA4.0x60	CNA4.0x50	CNA4.0x60
ABR255SO	26.0	CNA	2.0	Ø12	22,9/kmod	22,9/kmod	21.7	-	18,2/kmod^0,66	18,2/kmod^0,66	5,05/kmod	5,05/kmod

The value in the table above can be used if the panel can't rotate.

The anchor capacities must be checked separatly by multiplying the F1 load by a factor 1.1, F2 load by a factor of 1 and F5 by a factor of 2.2.

Characteristic Capacities - Timber to Rigid Support - 1 Angle Bracket - Partial Nailing - Nailing Pattern 4

Dimensions

Reference	Angle bracket capacity
	Product capacities - Timber to concrete - Partial nailing - Nailing pattern 4
	Characteristic capacities - Timber C24 - 1 angle bracket per connection[kN]								Number of Fasteners
	R₁,ₖ		R₂,ₖ=R₃,ₖ		R4,k		R5,k		Joist		Flange B
	CNA4.0x50	CNA4.0x60	CNA4.0x50	CNA4.0x60	CNA4.0x50	CNA4.0x60	CNA4.0x50	CNA4.0x60	Qty	Type	Qty	Type
ABR255SO	20.8	20.8	21.7	-	17.1	17.1	4.6	4.6	26.0	CNA	2.0	Ø12

The published characteristic capacity is based on short term load duration and service class 2 according to EC5 (EN 1995) where k_mod = 0.9.
For other load duration and service class, please refer to the ETA
The bolt design resistance requirement R#,d is determined from (bolt factor x connection design load F#,d) for the required load direction and fastener. Refer to the Simpson Strong-Tie anchor product range for suitable anchors. Typical anchor solutions are SET-XP and AT-HP, depending on the concrete type, spacing and edge distances.

Product characteristic capacities - Timber to rigid support - 1 angle bracket - Partial nailing - Nailing pattern 7

Dimensions

Reference	Angle bracket capacity
	Product capacities - Timber to concrete - Partial nailing - Nailing pattern 7
	Characteristic capacities - Timber C24 - 1 angle bracket per connection[kN]				Number of Fasteners
	R₁,ₖ		R₂,ₖ=R₃,ₖ		Flange B		Joist
	CNA4.0x50	CNA4.0x60	CNA4.0x50	CNA4.0x60	Qty	Type	Qty	Type
ABR255	-	-	39.8	42.5	2.0	Ø12	30.0	CNA
ABR255SO	-	-	-	-	-	-	-	-

The value in the table above can be used if the panel can't rotate.

The anchor capacities must be checked separatly by multiplying the F₂ load by a factor of 1.

Nailing pattern 7 has been specifically developed for CLT application. It can be used for applications with other timber based materials provided that the materials comply with the spacing and distances of fasteners in CLT.

Product characteristic capacities - Timber to rigid support - 1 angle bracket - Partial nailing - Nailing pattern 8

Dimensions

Reference	Angle bracket capacity
	Product capacities - Timber to Concrete - Partial Nailing - Nailing pattern 8
	Number of Fasteners				Characteristic capacities - Timber C24 - 1 angle bracket per connection[kN]
	Joist		Flange B		R₁,ₖ		R₂,ₖ=R₃,ₖ		R4,k		R5,k
	Qty	Type	Qty	Type	CNA4.0x50	CNA4.0x60	CNA4.0x50	CNA4.0x60	CNA4.0x50	CNA4.0x60	CNA4.0x50	CNA4.0x60
ABR255	17.0	CNA	2.0	Ø12	20	20	24.9	26.5	18.3/kmod^0.7	18.3/kmod^0.7	5.9/kmod^0.6	6.7/kmod^0.5
ABR255SO	30.0	CNA	2.0	Ø12	22,9/kmod	22,9/kmod	26.1	-	18,2/kmod^0,66	18,2/kmod^0,66	5,05/kmod	5,05/kmod

The value in the table above can be used if the panel can't rotate.

The anchor capacities must be checked separatly by multiplying the F₁ load by a factor 1.1, F₂ load by a factor of 1 and F5 by a factor of 2.2.

Nailing pattern 8 has been specifically developed for CLT application. It can be used for applications with other timber based materials provided that the materials comply with the spacing and distances of fasteners in CLT.

Characteristic Capacities - Timber to Rigid Support - 1 Angle Bracket - Partial Nailing - Nailing Pattern 8

Dimensions

Reference	Angle bracket capacity
	Product capacities - Timber to concrete - Partial nailing - Nailing pattern 8
	Characteristic capacities - Timber C24 - 1 angle bracket per connection[kN]								Number of Fasteners
	R₁,ₖ		R4,k		R₂,ₖ=R₃,ₖ		R5,k		Joist		Flange B
	CNA4.0x50	CNA4.0x60	CNA4.0x50	CNA4.0x60	CNA4.0x50	CNA4.0x60	CNA4.0x50	CNA4.0x60	Qty	Type	Qty	Type
ABR255	23.4	25.8	19.7	19.7	24.9	26.5	6.2	7	17.0	CNA	2.0	Ø12
ABR255SO	20.8	20.8	17.1	17.1	26.1	-	4.6	4.6	56.0	CNA	2.0	Ø12

The published characteristic capacity is based on short term load duration and service class 2 according to EC5 (EN 1995) where k_mod = 0.9.
For other load duration and service class, please refer to the ETA
The bolt design resistance requirement R#,d is determined from (bolt factor x connection design load F#,d) for the required load direction and fastener. Refer to the Simpson Strong-Tie anchor product range for suitable anchors. Typical anchor solutions are SET-XP and AT-HP, depending on the concrete type, spacing and edge distances.

Product characteristic capacities - Timber to rigid support - 1 angle bracket - Partial nailing - Nailing pattern 9

Dimensions

Reference	Angle bracket capacity
	Product capacities - Timber to Concrete - Partial nailing - Nailing pattern 9
	Number of Fasteners				Characteristic capacities - Timber C24 - 1 angle bracket per connection[kN]
	Joist		Flange B		R₁,ₖ	R₂,ₖ=R₃,ₖ
	Qty	Type	Qty	Type	CSA5.0x50	CSA5.0x50
ABR255	35.0	CSA	2.0	Ø12	min (79,5 ; 22 / kmod)	min (58 ; 57,6 / kmod)
ABR255SO	-	-	-	-	-	-

The value in the table above can be used if the panel can't rotate.

The anchor capacities must be checked separatly by multiplying the F₁ load by a factor 1.1 and F₂ load by a factor of 1.

Nailing pattern 9 has been specifically developed for CLT application. It can be used for applications with other timber based materials provided that the materials comply with the spacing and distances of fasteners in CLT.