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T: +420 286 019 400
W: www.tzus.cz

European Technical ETA 20/0915

Assessment of 03/12/2020

General Part

Technical Assessment Body issuing the European Technical Assessment

Technický a zkušební ústav stavební Praha, s.p.

Trade name of the construction product BPC Connectors

Product family to which the construction Product area code: 13

product belongs Three-dimensional nailing plates

Manufacturer BPC Building Products Ltd.

Flanshaw Way
Wakefield, WF2 9LP
United Kingdom
Manufacturing plants BPC Building Products Ltd.
Flanshaw Way
Wakefield, WF2 9LP
United Kingdom
This European Technical Assessment 79 pages including 3 Annexes, which form an
contains integral part of this European Technical
Assessment

This European Technical Assessment is EAD 130186-00-0603 Three-dimensional nailing

issued in accordance with Regulation (EU) plates
No 305/2011, on the basis of

Translations of this European Technical Assessment in other languages shall fully correspond to the original
issued document and should be identified as such.
Communication of this European Technical Assessment, including transmission by electronic means, shall be in
full (excepted the confidential Annex(es) referred to above). However, partial reproduction may be made, with
the written consent of the issuing Technical Assessment Body. Any partial reproduction has to be identified as
such.

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Specific Parts

1 Technical description of the product

BPC Connectors are a range of three-dimensional metal connectors. This ETA covers the following
product ranges:
Angle brackets
Joist hangers
Plates and anchors
The products are intended for load carrying timber to timber connections.
Characteristic load-carrying capacities of all connector types are developed partly by testing and
partly by design supported by testing, using a calculation model which follows the guidelines of the
corresponding technical references, complemented by the relevant EOTA Technical Reports.
Eurocode 5 for connections in timber and Eurocode 3 (relevant parts) for the steel parts (if
applicable):
EAD 130186-00-0603 for Three-dimensional nailing plates
TR 015 for Three-dimensional nailing plates
TR 017 for Angle brackets
The characteristic load-carrying capacities developed by design refer to the properties of specific
nails supported by Declarations of Performance.
BPC connectors are manufactured from galvanized steel according to EN 10346.

1.1 Product range

1.1.1 Product codes
BPC connectors are referenced through acronyms derived from their product type followed by a
code related to their dimensions, see Table 1, 2 and 3.
Table 1: Connector models - Angle brackets
BPC Three-dimensional connectors – Models and reference codes
Model / Reference Description
ABL/50x50
ABL/60x40
ABL/90x90 Angle brackets – 90° without reinforcement
ABL/150x90
ABL/150x150
AB/60x40
AB/90x90
Angle brackets – 90° with reinforcement
AB/150x90
AB/150x150
AB40/45x45
AB40/90x45 Angle brackets – 90° heavy duty without reinforcement
AB40/90x90
AB50/50x50
AB50/100x100
Angle brackets – 90° heavy duty without reinforcement
AB50/150x150
AB50/200x200
AP/442
AP/444
AP/664 Angle brackets – 90° without reinforcement
AP/666
AP/888

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Table 2: Connector models - Joist hangers
BPC Three-dimensional connectors – Models and reference codes
Model / Reference Description

A270 Light duty joist hangers

B340
B460 Medium duty joist hangers
B610
MINI Mini hangers – light duty

MTS/580 Mono truss shoes – light duty

GTS/800 Girder truss shoe

MTH/240
MTH/340
MTH/380
MTH/500 Multi-truss hangers – heavy duty
MTH/560
MTH/620
MTH/CF/380
MTH/CF/500
Multi-truss hangers with concealed flange
MTH/CF/560
MTH/CF/620

Table 3: Connector models - Plates and anchors

BPC Three-dimensional connectors – Models and reference codes
Model / Reference Description
FA1
FA2 Framing anchor
FA3
HDA/300
Holding down angle
HDA/500
SP/57
SP/82
Splice plate
SP/98
SP/100
TC38
TC44
Truss clip
TC47
TC50

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1.1.2 Definitions of dimensions
The notation for the dimensions for angle brackets and joist hangers is given in Table 4:
Table 4: The notation for the dimensions
Angle Bracket Joist Hanger
A Overall length of first face, measured Overall depth of joist hanger,
perpendicular to fold measured parallel to depth of joist
B Overall length of second face, Overall length of joist hanger,
measured perpendicular to fold measured parallel to length of joist

C Width of either face, i.e. length of fold Seat width measured parallel to
length of header
H Slot with Horizontal orientation – i.e.
parallel to fold

V Slot with Vertical orientation – i.e.

perpendicular to fold
ts Thickness of steel plate
[1], [2] Face number, Face number,
[1] has length A [1] has maximum depth A
[2] has length B otherwise as defined [2] has maximum depth and length of
in the relevant section A and B respectively otherwise as
defined in the relevant section
[U] Seat under supported component, as defined in the relevant section

Additional notation for some dimensions of plates and anchors is defined in the corresponding
section and/or drawing.
Images are representations only, and do not always show the correct number of holes.

1.2 Properties of the components

1.2.1 Steel for connector
The steel plate thicknesses in the connectors ts are given in the product description tables in A1.1,
A2.1 and A3.1.
The steel plate grade is at least S250 or G275 when galvanised. The minimum yield strength
assumed in the calculations is:
𝑓y,k = 250 N/mm2
1.2.2 Timber
Timber substrates are assumed to have the following characteristic densities
Strength class Characteristic density ρk (kg/m³)

C16 (EN 338) 310

C24 (EN 338) 350

TR26 370

Timber should be free of knots and wane within the connector.

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1.2.3 Fasteners
1.2.3.1 Timber to Timber connections
BPC connectors have holes for nails, screws and bolts. The hole diameters are given in the product
description tables in A1.1, A2.1 and A3.1. Each hole diameter is suitable for a single type of
fastener, as follows.

Hole diameter (mm) Fastener type

4, 4.5, 5 Nails as per 1.2.3.2

7, 9, 10, 11 and slots Screws – not considered for characteristic properties

13 Bolts as per 1.2.3.3

Characteristic structural properties have been calculated for a set of fasteners that match the
recommendations of BPC.
1.2.3.2 Nails
Table 5: Nail description and characteristics
𝑑¹ 𝑙 𝑓ax,k ² 𝑓𝑢
Type Description
(mm) (mm) (N/mm²) (N/mm²)
Square twist nails
Sherardized finish
A Normally supplied loose for manual 3.4 30 4.78 600
fixing
Square twist nails
Sherardized finish
B Normally supplied collated for a nail 3.4 35 4.3 700
gun

¹ This diameter is the minimum cross-section dimension in accordance with EN 14592. Square
twist nails are often described in the market by their largest cross-section dimension, so that a
3.4 mm diameter nail will be sold as being 3.75 mm diameter.
² In timber with a characteristic density ρk of 350 kg/m³, i.e. C24 timber. At other values of ρk

the value is modified so

The nails are CE marked to EN 14592 or an appropriate European Technical Assessment (ETA).
The following characteristics are required for calculations.
The penetration depth is least equal to 6 d as defined in § 8.3.1.2(2) of EC5.
The parts of the product/s connected to a timber element should be fixed with fasteners in all holes
of the same diameter (full nailing).

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1.2.3.3 Bolts
Table 6: Bolt description and characteristics
𝑑¹ 𝐴s ² 𝑓yb ³ 𝑓ub ⁴ 𝐹v,Rd
Type Description
(mm) (mm) (N/mm²) (N/mm²) (kN)⁵
Hexagon bolt assembly
minimum grade 8.8
M12 CE marked in accordance with 12 84.3 640 800 32.4
EN 15048-1
¹ Nominal diameter is the cross-section dimension of the unthreaded part
² Stress area of the threaded part
³ Yield stress
⁴ Ultimate tensile stress
⁵ Design shear stress , where αv = 0.6 and γM2 = 1.25

Bolts may be used with MTH joist hangers to attach the hanger to a header beam. The bolts are
installed in a pre-drilled 13 mm diameter hole. All bolt holes should be used.
The thickness of the header beam should be verified by an engineer.

2 Specification of the intended use(s) in accordance with the applicable

European Assessment Document (hereinafter EAD)

BPC connectors are intended for use as permanent timber to timber load bearing connectors,
subject to dry, internal conditions defined by the service class 1 and 2 of EC5. The connectors are
one-piece non-welded face-fixed parts.

3 Performance of the product and references to the methods used for its
assessment

The assessment of the fitness for use of the BPC Connectors according to the basic work
requirements (BWR) were carried out in compliance with EAD 130186-00-0603.

The European Technical Assessment is issued for the BPC Connectors on the basis of agreed data
and information, deposited at Technický a zkušební ústav stavební Praha, s.p., which identifies BPC
Connectors that has been assessed and judged. Changes to the BPC Connectors or production
process which could result in this deposited data and information being incorrect should be notified
to Technický a zkušební ústav stavební Praha, s.p. before the changes are introduced. Technický a
zkušební ústav stavební Praha, s.p. will decide whether or not such changes affect the ETA and
consequently the validity of the CE marking on the basis of the ETA and if so whether further
assessment or alternations to the ETA shall be necessary.

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Table 6: Essential characteristics of the product
Essential characteristic Performance
BWR 1: Mechanical resistance and stability
Joint strength See ETA, cl. 3.1.1
2.2.1 Joint stiffness See ETA, cl. 3.1.2
Joint ductility See ETA, cl. 3.1.3
2.2.2 Resistance to seismic actions No performance assessed
2.2.3 Resistance to corrosion and deterioration See ETA, cl. 3.1.5
BWR 2: Safety in case of fire
2.2.4 Reaction to fire See ETA, cl. 3.2.1
2.2.5 Resistance to fire Not relevant

3.1 Mechanical resistance and stability

The following aspects of performance are relevant to this essential requirement.
3.1.1 Joint strength
The Characteristic Load-carrying Capacities for the range of BPC Connectors connected with
standard fasteners are given in:
• Annex 1 Angle Bracket Products
• Annex 2 Joist Hanger Products
• Annex 3 Plate and Anchor Products
These properties should be used for designs in accordance with EN 1995-1-1:2004/A1 (Eurocode 5)
or an appropriate national code. The load-carrying capacities have been derived by calculation or
design assisted by testing or by testing.
These properties have further been developed based on the following assumptions:
• The width of joists narrower than the exact joist hanger width does not exceed the
tolerance of + 0/- 4 mm to the joist hanger width
• For joist hangers, the header supporting the joist is adequately restrained against
rotation
• Specified fasteners are installed in all available (and appropriate) holes of the same
diameter
• Timber should be free of wane in the connectors
• The actual maximum bearing capacity of the joist itself is checked separately by the
designer of the structure
3.1.2 Joint stiffness
No performance has been determined in relation to the joint stiffness properties to be used for the
analysis of serviceability limit states.
In accordance with EN 26891, deflections during testing are limited to 15 mm. Therefore, a
maximum deflection of 15 mm can be assumed when developing the full characteristic load-carrying
capacities.
3.1.3 Joint ductility
BPC Connectors are for use in non-dissipative or low dissipative structures. No performance has
been determined in relation to ductility of a joint under cyclic testing. Where national regulations may
require it, an additional evaluation shall be carried out.
3.1.4 Resistance to seismic actions
No performance assessed.

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3.1.5 Resistance to corrosion and deterioration
BPC Connectors covered by the present report can be used for permanent load-bearing timber to
timber connections in structures, in the conditions of Service Classes 1 and 2 as specified in EC5.
BPC Connectors can be used in Service Classes 1 and 2 according to Eurocode 5 (EN 1995-1-1),
and Hazard Classes 1 and 2 as specified in EN 335.
Steel products with this coating are suitable for use in environments with Corrosivity Categories C1
and C2 as defined in Table 1 of EN ISO 12944-2.

3.2 Safety in case of fire

3.2.1 Reaction to fire
BPC Connectors and associated fasteners are classified as non-combustible and meet the
requirements of Class A1 according to EC decision 96/603/EC, amended by EC Decision
2000/605/EC.
3.2.2 Resistance to fire
Not relevant.

4 Assessment and verification of constancy of performance

(hereinafter AVCP) system applied, with reference to its legal base

According to the decision 1997/638/EC1, of the European Commission the system(s) of assessment
and verification of constancy of performance (see Annex V to Regulation (EU) No 305/2011) given in
the following table applies:
Attestation of
Product(s) Intended use(s) Level(s) or class(es) conformity
system(s)

Shear plates, toothed-plate

For structural timber
connectors, punched nail --- 2+
products
plaits, nailing plates

1 1997/638/EC - European Commission Decision of 19/09/1997, published in the Official Journal of

the European Communities No L 268/36
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ANNEX 1 ANGLE BRACKET PRODUCTS

A1.1 Angle brackets – Product descriptions

A1.1.1 Angle bracket – Model AB and ABL

ABL/50x50 AB/60x40 AB/90x90 AB/150x90 AB/150x150

AB Dimensions Holes in [1] Holes in [2]

Drawing
Reference ts A B C n×Ø n×Ø
5× 4.5
7× 4.5
ABL/50x50 AB.50X50 2.5 50 50 60 2× 7
1× V 11.0× 30 1× 11.0
5× 4.5
AB/60x40 ᴬ 7× 4.5
AB.60X40 2.5 60 40 60 2× 7
ABL/60x40 1× V 11.0× 30
1× 11.0
8× 4.5 8× 4.5
AB/90x90 ᴬ
AB 90x90 2.5 90 90 60 2× 9.0 2× 9.0
ABL/90x90 1× V 11.0× 30 1× 11.0
13× 4.5
8× 4.5
AB/150x90 ᴬ 2× 9.0
AB.150X90 2.5 150 90 60 2× 9.0
ABL/150x90 1× 11.0
1× V 11.0× 30
1× H 11.0× 30
13× 4.5 13× 4.5
AB/150x150 ᴬ 2× 9.0 2× 9.0
AB.150X150 2.5 150 150 60
ABL/150x150 1× V 11.0× 30 1× 11.0
1× H 11.0× 30 1× H 11.0× 30
ᴬ AB brackets have a reinforcing rib in the fold

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A1.1.2 Angle bracket – Model AB40

AB40/45x45 AB40/90x45 AB40/90x90 AB40/175 Flat

AB40 Dimensions Holes in [1] Holes in [2]

Drawing
Reference ts A B C n×Ø n×Ø
4× 5.0 4× 5.0
AB40/45x45 AB40.45X45 3.0 45 45 40 1× 10.0 1× 10.0
8× 5.0 4× 5.0
AB40/90x45 AB40.90X45 3.0 90 45 40
2× 10.0 1× 10.0
8× 5.0 8× 5.0
AB40/90x90 AB40.90X90 3.0 90 90 40
2× 10.0 2× 10.0
8× 5.0 8× 5.0
AB40/175 Flat AB40.FLAT 3.0 87 87 40 2× 10.0 2× 10.0
AB40/Flat is a non-folded version of AB40/90x90 with the same number and layout of
holes.

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A1.1.3 Angle bracket – Model AB50

Pattern repeats

AB50/50x50 AB50/100x100 AB50/150x150 AB50/200x200

AB50 Dimensions Holes in [1] Holes in [2]

Drawing
Reference ts A B C n×Ø n×Ø
4× 4.0 4× 4.0
AB50/50x50 AB50 2.3 50 50 50 1× 13.0 1× 13.0
8× 4.0 4× 4.0
AB50/100x100 AB50 2.3 100 100 50 2× 13.0 1× 13.0
12× 4.0 12× 4.0
AB50/150x150 AB50 2.3 150 150 50 3× 13.0 3× 13.0
16× 4.0 16× 4.0
AB50/200x200 AB50 2.3 200 200 50 4× 13.0 4× 13.0

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A1.1.4 Angle bracket – Model AP

AP/442 &
AP/664 AP/666 AP/888 AP/60x200F
AP/444

AP Dimensions Holes in [1] Holes in [2]

Drawing
Reference ts A B C n×Ø n×Ø
AP/442 AP.442 2.5 40 40 20 2× 5.0 2× 5.0
AP/444 AP.444 2.5 40 40 40 3× 5.0 3× 5.0
AP/664 AP.664 2.5 60 60 40 5× 5.0 5× 5.0
AP/666 AP.666 2.5 60 60 60 8× 5.0 7× 5.0
AP/888 AP.888 2.5 80 80 80 14× 5.0 14× 5.0
AP/60x200F AP.60X200F 2.5 200 - 60 25× 5.0 -

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A1.2 Angle brackets –Load-carrying capacities
The characteristic load-carrying capacities for pairs of BPC angle brackets in timber to
timber connections are listed in the following tables.

Figure 1: Angle brackets: Direction of forces for pairs of brackets

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A1.2.1 Angle brackets (pair) – Model AB

Table 6: AB angle brackets (pair) – C16 timber – Type A nails

Fasteners
AB № × length [mm] Characteristic capacity [kN]
Reference Plate 1 Plate 2 Fx,k Fy,k Fz,k
AB/60x40 ᴬ 7× 30 5× 30 4.10 2.09 5.67
AB/90x90 ᴬ 9× 30 8× 30 8.26 2.75 7.84
AB/150x90 ᴬ 13× 30 8× 30 8.26 2.96 7.95
AB/150x150 ᴬ 13× 30 13× 30 8.26 3.38 8.15
ᴬ Bracket has a reinforcing rib in the fold

Table 7: AB angle brackets (pair) – C16 timber – Type B nails

Fasteners
AB № × length [mm] Characteristic capacity [kN]
Reference Plate 1 Plate 2 Fx,k Fy,k Fz,k
AB/60x40 ᴬ 7× 35 5× 35 4.78 3.81 7.59
AB/90x90 ᴬ 9× 35 8× 35 9.65 4.62 8.77
AB/150x90 ᴬ 13× 35 8× 35 9.65 4.62 8.77
AB/150x150 ᴬ 13× 35 13× 35 9.65 4.62 8.77
ᴬ Bracket has a reinforcing rib in the fold

Table 8: AB angle brackets (pair) – C24 timber – Type A nails

Fasteners
AB № × length [mm] Characteristic capacity [kN]
Reference Plate 1 Plate 2 Fx,k Fy,k Fz,k
AB/60x40 ᴬ 7× 30 5× 30 4.54 2.36 6.31
AB/90x90 ᴬ 9× 30 8× 30 9.15 3.49 8.64
AB/150x90 ᴬ 13× 30 8× 30 9.15 3.49 8.64
AB/150x150 ᴬ 13× 30 13× 30 9.15 3.49 8.64
ᴬ Bracket has a reinforcing rib in the fold

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 Table 9: AB angle brackets (pair) – C24 timber – Type B nails
Fasteners
AB № × length [mm] Characteristic capacity [kN]
Reference Plate 1 Plate 2 Fx,k Fy,k Fz,k
AB/60x40 ᴬ 7× 35 5× 35 5.31 4.14 7.53
AB/90x90 ᴬ 9× 35 8× 35 10.72 4.90 9.34
AB/150x90 ᴬ 13× 35 8× 35 10.72 4.90 9.34
AB/150x150 ᴬ 13× 35 13× 35 10.72 4.90 9.34
ᴬ Bracket has a reinforcing rib in the fold

Table 10: AB angle brackets (pair) – TR26 timber – Type A nails

Fasteners
AB Characteristic capacity [kN]
№ × length [mm]
Reference Plate 1 Plate 2 Fx,k Fy,k Fz,k
AB/60x40 ᴬ 7× 30 5× 30 4.76 2.49 6.63
AB/90x90 ᴬ 9× 30 8× 30 9.59 3.60 8.83
AB/150x90 ᴬ 13× 30 8× 30 9.59 3.60 8.83
AB/150x150 ᴬ 13× 30 13× 30 9.59 3.60 8.83
ᴬ Bracket has a reinforcing rib in the fold

Table 11: AB angle brackets (pair) – TR26 timber – Type B nails

Fasteners
AB № × length [mm] Characteristic capacity [kN]
Reference Plate 1 Plate 2 Fx,k Fy,k Fz,k
AB/60x40 ᴬ 7× 35 5× 35 5.58 4.26 7.86
AB/90x90 ᴬ 9× 35 8× 35 11.25 5.04 9.55
AB/150x90 ᴬ 13× 35 8× 35 11.25 5.04 9.55
AB/150x150 ᴬ 13× 35 13× 35 11.25 5.04 9.55
ᴬ Bracket has a reinforcing rib in the fold

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A1.2.2 Angle brackets (pair) – Model ABL

Table 12: ABL angle brackets (pair) – C16 timber – Type A nails
Fasteners
ABL № × length [mm] Characteristic capacity [kN]
Reference Plate 1 Plate 2 Fx,k Fy,k Fz,k
ABL/50x50 7× 30 5× 30 3.41 2.09 5.67

ABL/60x40 7× 30 5× 30 4.10 2.09 5.67

ABL/90x90 9× 30 8× 30 8.26 2.88 7.90

ABL/150x90 13× 30 8× 30 8.26 2.88 7.90

ABL/150x150 13× 30 13× 30 8.26 2.88 7.90

Table 13: ABL angle brackets (pair) – C16 timber – Type B nails
Fasteners
ABL № × length [mm] Characteristic capacity [kN]
Reference Plate 1 Plate 2 Fx,k Fy,k Fz,k
ABL/50x50 7× 35 5× 35 3.99 3.81 7.03
ABL/60x40 7× 35 5× 35 4.78 3.42 6.63
ABL/90x90 9× 35 8× 35 9.65 4.04 8.48
ABL/150x90 13× 35 8× 35 9.65 4.07 8.50
ABL/150x150 13× 35 13× 35 9.65 4.07 8.50

Table 14: ABL angle brackets (pair) – C24 timber – Type A nails
Fasteners
ABL № × length [mm] Characteristic capacity [kN]
Reference Plate 1 Plate 2 Fx,k Fy,k Fz,k
ABL/50x50 7× 30 5× 30 3.78 2.36 6.31

ABL/60x40 7× 30 5× 30 4.54 2.36 6.31

ABL/90x90 9× 30 8× 30 9.15 3.09 8.43

ABL/150x90 13× 30 8× 30 9.15 3.09 8.43

ABL/150x150 13× 30 13× 30 9.15 3.09 8.43

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 Table 15: ABL angle brackets (pair) – C24 timber – Type B nails
Fasteners
ABL № × length [mm] Characteristic capacity [kN]
Reference Plate 1 Plate 2 Fx,k Fy,k Fz,k
ABL/50x50 7× 35 5× 35 4.43 4.30 7.72
ABL/60x40 7× 35 5× 35 5.31 3.66 7.29
ABL/90x90 9× 35 8× 35 10.72 4.32 9.05
ABL/150x90 13× 35 8× 35 10.72 4.36 9.07
ABL/150x150 13× 35 13× 35 10.72 4.36 9.07

Table 16: ABL angle brackets (pair) – TR26 timber – Type A nails
Fasteners
ABL Characteristic capacity [kN]
№ × length [mm]
Reference Plate 1 Plate 2 Fx,k Fy,k Fz,k
ABL/50x50 7× 30 5× 30 3.96 2.49 6.63

ABL/60x40 7× 30 5× 30 4.76 2.49 6.63

ABL/90x90 9× 30 8× 30 9.59 3.19 8.62

ABL/150x90 13× 30 8× 30 9.59 3.19 8.62

ABL/150x150 13× 30 13× 30 9.59 3.19 8.62

Table 17: ABL angle brackets (pair) – TR26 timber – Type B nails
Fasteners
ABL № × length [mm] Characteristic capacity [kN]
Reference Plate 1 Plate 2 Fx,k Fy,k Fz,k
ABL/50x50 7× 35 5× 35 4.65 4.55 8.06
ABL/60x40 7× 35 5× 35 5.58 3.78 7.62
ABL/90x90 9× 35 8× 35 11.25 4.46 9.25
ABL/150x90 13× 35 8× 35 11.25 4.50 9.27
ABL/150x150 13× 35 13× 35 11.25 4.50 9.27

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A1.2.3 Angle brackets (pair) – Model AB40

Table 18: AB40 angle brackets (pair) – C16 timber – Type A nails
Fasteners
AB40 № × length [mm] Characteristic capacity [kN]
Reference Plate 1 Plate 2 Fx,k Fy,k Fz,k
AB40/45x45 4× 30 4× 30 3.37 1.44 4.49
AB40/90x45 8× 30 4× 30 3.58 1.44 5.14
AB40/90x90 8× 30 8× 30 6.76 2.75 7.41

Table 19: AB40 angle brackets (pair) – C16 timber – Type B nails
Fasteners
AB40 № × length [mm] Characteristic capacity [kN]
Reference Plate 1 Plate 2 Fx,k Fy,k Fz,k
AB40/45x45 4× 35 4× 35 3.94 3.00 5.90
AB40/90x45 8× 35 4× 35 4.19 3.00 6.51
AB40/90x90 8× 35 8× 35 7.91 4.22 8.14

Table 20: AB40 angle brackets (pair) – C24 timber – Type A nails
Fasteners
AB40 № × length [mm] Characteristic capacity [kN]
Reference Plate 1 Plate 2 Fx,k Fy,k Fz,k
AB40/45x45 4× 30 4× 30 3.70 1.62 4.95
AB40/90x45 8× 30 4× 30 3.93 1.62 5.60
AB40/90x90 8× 30 8× 30 7.42 2.93 7.90

Table 21: AB40 angle brackets (pair) – C24 timber – Type B nails
Fasteners
AB40 № × length [mm] Characteristic capacity [kN]
Reference Plate 1 Plate 2 Fx,k Fy,k Fz,k
AB40/45x45 4× 35 4× 35 4.34 3.38 6.55
AB40/90x45 8× 35 4× 35 4.62 3.38 7.11
AB40/90x90 8× 35 8× 35 8.71 4.51 8.68

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 Table 22: AB40 angle brackets (pair) – TR26 timber – Type A nails
Fasteners
AB40 № × length [mm] Characteristic capacity [kN]
Reference Plate 1 Plate 2 Fx,k Fy,k Fz,k
AB40/45x45 4× 30 4× 30 3.86 1.71 5.18
AB40/90x45 8× 30 4× 30 4.11 1.71 5.83
AB40/90x90 8× 30 8× 30 7.75 3.03 8.07

Table 23: AB40 angle brackets (pair) – TR26 timber – Type B nails
Fasteners
AB40 № × length [mm] Characteristic capacity [kN]
Reference Plate 1 Plate 2 Fx,k Fy,k Fz,k
AB40/45x45 4× 35 4× 35 4.54 3.58 6.87
AB40/90x45 8× 35 4× 35 4.83 3.58 7.40
AB40/90x90 8× 35 8× 35 9.11 4.65 8.88

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A1.2.4 Angle brackets (pair) – Model AB50

Table 24: AB50 angle brackets (pair) – C16 timber – Type A nails
Fasteners
AB50 № × length [mm] Characteristic capacity [kN]
Reference Plate 1 Plate 2 Fx,k Fy,k Fz,k
AB50/50x50 4× 30 4× 30 4.66 1.77 4.09
AB50/100x100 8× 30 8× 30 7.46 3.07 6.82
AB50/150x150 12× 30 12× 30 10.56 3.07 6.82
AB50/200x200 16× 30 16× 30 10.56 3.07 6.82

Table 25: AB50 angle brackets (pair) – C16 timber – Type B nails
Fasteners
AB50 № × length [mm] Characteristic capacity [kN]
Reference Plate 1 Plate 2 Fx,k Fy,k Fz,k
AB50/50x50 4× 35 4× 35 5.45 3.07 5.28
AB50/100x100 8× 35 8× 35 8.72 4.21 7.39
AB50/150x150 12× 35 12× 35 12.34 4.21 7.39
AB50/200x200 16× 35 16× 35 12.34 4.21 7.39

Table 26: AB50 angle brackets (pair) – C24 timber – Type A nails
Fasteners
AB50 Characteristic capacity [kN]
№ × length [mm]
Reference Plate 1 Plate 2 Fx,k Fy,k Fz,k
AB50/50x50 4× 30 4× 30 5.19 2.00 4.56
AB50/100x100 8× 30 8× 30 8.30 3.27 7.27
AB50/150x150 12× 30 12× 30 11.74 3.27 7.27
AB50/200x200 16× 30 16× 30 11.74 3.27 7.27

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 Table 27: AB50 angle brackets (pair) – C24 timber – Type B nails
Fasteners
AB50 № × length [mm] Characteristic capacity [kN]
Reference Plate 1 Plate 2 Fx,k Fy,k Fz,k
AB50/50x50 4× 35 4× 35 6.08 3.47 5.91
AB50/100x100 8× 35 8× 35 9.72 4.55 7.91
AB50/150x150 12× 35 12× 35 13.76 4.55 7.91
AB50/200x200 16× 35 16× 35 13.76 4.55 7.91

Table 28: AB50 angle brackets (pair) – TR26 timber – Type A nails
Fasteners
AB50 № × length [mm] Characteristic capacity [kN]
Reference Plate 1 Plate 2 Fx,k Fy,k Fz,k
AB50/50x50 4× 30 4× 30 5.45 2.11 4.80
AB50/100x100 8× 30 8× 30 8.71 3.37 7.43
AB50/150x150 12× 30 12× 30 12.33 3.37 7.43
AB50/200x200 16× 30 16× 30 12.33 3.37 7.43

Table 29: AB50 angle brackets (pair) – TR26 timber – Type B nails
Fasteners
AB50 № × length [mm] Characteristic capacity [kN]
Reference Plate 1 Plate 2 Fx,k Fy,k Fz,k
AB50/50x50 4× 35 4× 35 6.39 3.66 6.22
AB50/100x100 8× 35 8× 35 10.22 4.73 8.11
AB50/150x150 12× 35 12× 35 14.46 4.73 8.11
AB50/200x200 16× 35 16× 35 14.46 4.73 8.11

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A1.2.5 Angle brackets (pair) – Model AP

Table 30: AP angle brackets (pair) – C16 timber –Type A nails

Fasteners
AP № × length [mm] Characteristic capacity [kN]
Reference Plate 1 Plate 2 Fx,k Fy,k Fz,k
AP/442 2× 30 2× 30 1.44 0.84 2.10
AP/444 3× 30 3× 30 2.34 1.25 3.15
AP/664 5× 30 5× 30 4.43 2.09 5.25
AP/666 8× 30 7× 30 5.71 2.93 7.56
AP/888 14× 30 14× 30 12.26 5.34 10.57

Table 31: AP angle brackets (pair) – C16 timber –Type B nails

Fasteners
AP № × length [mm] Characteristic capacity [kN]
Reference Plate 1 Plate 2 Fx,k Fy,k Fz,k
AP/442 2× 35 2× 35 1.69 1.52 2.73
AP/444 3× 35 3× 35 2.74 2.29 4.09
AP/664 5× 35 5× 35 5.17 3.81 6.82
AP/666 8× 35 7× 35 6.67 5.34 9.13
AP/888 14× 35 14× 35 14.32 8.06 11.93

Table 32: AP angle brackets (pair) – C24 timber –Type A nails

Fasteners
AP № × length [mm] Characteristic capacity [kN]
Reference Plate 1 Plate 2 Fx,k Fy,k Fz,k
AP/442 2× 30 2× 30 1.60 0.94 2.34
AP/444 3× 30 3× 30 2.60 1.42 3.51
AP/664 5× 30 5× 30 4.90 2.36 5.84
AP/666 8× 30 7× 30 6.32 3.30 8.39
AP/888 14× 30 14× 30 13.58 5.75 11.30

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 Table 33: AP angle brackets (pair) – C24 timber –Type B nails
Fasteners
AP № × length [mm] Characteristic capacity [kN]
Reference Plate 1 Plate 2 Fx,k Fy,k Fz,k
AP/442 2× 35 2× 35 1.87 1.72 3.05
AP/444 3× 35 3× 35 3.04 2.58 4.57
AP/664 5× 35 5× 35 5.74 4.30 7.51
AP/666 8× 35 7× 35 7.41 6.03 9.90
AP/888 14× 35 14× 35 15.91 8.66 12.75

Table 34: AP angle brackets (pair) – TR26 timber –Type A nails

Fasteners
AP № × length [mm] Characteristic capacity [kN]
Reference Plate 1 Plate 2 Fx,k Fy,k Fz,k
AP/442 2× 30 2× 30 1.68 1.00 2.45
AP/444 3× 30 3× 30 2.72 1.50 3.68
AP/664 5× 30 5× 30 5.14 2.47 6.12
AP/666 8× 30 7× 30 6.63 3.49 8.76
AP/888 14× 30 14× 30 14.24 5.96 11.57

Table 35: AP angle brackets (pair) – TR26 timber –Type B nails

Fasteners
AP № × length [mm] Characteristic capacity [kN]
Reference Plate 1 Plate 2 Fx,k Fy,k Fz,k
AP/442 2× 35 2× 35 1.96 1.82 3.20
AP/444 3× 35 3× 35 3.19 2.73 4.80
AP/664 5× 35 5× 35 6.03 4.55 7.74
AP/666 8× 35 7× 35 7.78 6.37 10.21
AP/888 14× 35 14× 35 16.70 8.97 13.07

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ANNEX 2 JOIST HANGER PRODUCTS

A2.1 Joist hangers – Product descriptions

In the following tables the number of holes n is given for both faces [1] combined or sides
[2] combined. The holes are distributed equally between the two faces or sides.

A2.1.1 Joist hanger – Model A270

A270

Holes in
A270 Dimensions Holes in [1] Holes in [2]
Drawing [U]
Reference ts A B C nxØ nxØ nxØ
A270/38 A270 0.9 276 50 38 30× 4.0 6× 4.0 -
A270/44 A270 0.9 273 50 44 30× 4.0 6× 4.0 -
A270/47 A270 0.9 272 50 47 30× 4.0 6× 4.0 -
A270/50 A270 0.9 270 50 50 30× 4.0 6× 4.0 -
A270/63 A270 0.9 264 50 63 30× 4.0 6× 4.0 -
A270/75 A270 0.9 258 50 75 30× 4.0 6× 4.0 -
A270/88 A270 0.9 252 50 88 30× 4.0 6× 4.0 -
A270/100 A270 0.9 245 50 100 30× 4.0 6× 4.0 -

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A2.1.2 Joist hanger – Model B340

B340

Holes in Holes in Holes in

B340 Dimensions
Drawing [1] [2] [U]
Reference ts A B C nxØ nxØ nxØ
B340/38 B340 x 38 1.2 343 54 38 26× 4.0 6× 4.0 2× 4.0
B340/44 B340 x 44 1.2 343 54 44 26× 4.0 6× 4.0 2× 4.0
B340/47 B340 x 47 1.2 343 54 47 26× 4.0 6× 4.0 2× 4.0
B340/50 B340 x 50 1.2 343 54 50 26× 4.0 6× 4.0 2× 4.0
B340/63 B340 x 63 1.2 343 54 63 26× 4.0 6× 4.0 2× 4.0
B340/75 B340 x 75 1.2 343 54 75 26× 4.0 6× 4.0 2× 4.0
B340/88 B340 x 88 1.2 343 54 88 26× 4.0 6× 4.0 2× 4.0
B340/100 B340 x 100 1.2 343 54 100 26× 4.0 6× 4.0 2× 4.0
B340/125 B340 x 125 1.2 343 54 125 26× 4.0 6× 4.0 2× 4.0
B340/150 B340 x 150 1.2 343 54 150 26× 4.0 6× 4.0 2× 4.0

Model B340 has a tab attached to the seat that extends below the header. The holes in
[U] are within this tab, so they provide fixing points to the bottom edge of the header rather
than the joist.

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A2.1.3 Joist hanger – Model B460

B460

Holes in
B460 Dimensions Holes in [1] Holes in [2]
Drawing [U]
Reference ts A B C nxØ nxØ nxØ
B460/38 LJ38 1.2 483 60 38 34× 4.0 8× 4.0 2× 4.0
B460/44 LJ44 1.2 480 60 44 34× 4.0 8× 4.0 2× 4.0
B460/47 LJ47 1.2 479 60 47 34× 4.0 8× 4.0 2× 4.0
B460/50 LJ50 1.2 477 60 50 34× 4.0 8× 4.0 2× 4.0
B460/63 LJ63 1.2 471 60 63 34× 4.0 8× 4.0 2× 4.0
B460/75 LJ75 1.2 465 60 75 34× 4.0 8× 4.0 2× 4.0
B460/88 LJ88 1.2 458 60 88 34× 4.0 8× 4.0 2× 4.0
B460/100 LJ100 1.2 452 60 100 34× 4.0 8× 4.0 2× 4.0
B460/125 LJ125 1.2 440 60 125 34× 4.0 8× 4.0 2× 4.0
B460/150 LJ150 1.2 427 60 150 34× 4.0 8× 4.0 2× 4.0

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A2.1.4 Joist hanger – Model B610

B610

Holes in
B610 Dimensions Holes in [1] Holes in [2]
Drawing [U]
Reference ts A B C nxØ nxØ nxØ
B610/38 B610 1.5 608 50 38 46× 4.0 10× 4.0 2× 4.0
B610/44 B610 1.5 605 50 44 46× 4.0 10× 4.0 2× 4.0
B610/47 B610 1.5 604 50 47 46× 4.0 10× 4.0 2× 4.0
B610/50 B610 1.5 602 50 50 46× 4.0 10× 4.0 2× 4.0
B610/63 B610 1.5 596 50 63 46× 4.0 10× 4.0 2× 4.0
B610/75 B610 1.5 608 50 75 46× 4.0 10× 4.0 2× 4.0
B610/88 B610 1.5 602 50 88 46× 4.0 10× 4.0 2× 4.0
B610/100 B610 1.5 596 50 100 46× 4.0 10× 4.0 2× 4.0
B610/125 B610 1.5 608 50 125 46× 4.0 10× 4.0 2× 4.0
B610/150 B610 1.5 596 50 150 46× 4.0 10× 4.0 2× 4.0

Model B610 has a tab attached to the seat that extends below the header. The holes in
[U] are within this tab, so they provide fixing points to the bottom edge of the header rather
than the joist.

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A2.1.5 Joist hanger – Model GTS/800

GTS

Holes in Holes in Holes in

GTS/800 Dimensions
Drawing [1] [2] [U]
Reference ts A B C nxØ nxØ nxØ
GTS/800/38 GTS-800-38 1.2 343 100 38 26× 4.0 8× 4.0 2× 4.0
GTS/800/44 GTS-800-44 1.2 343 100 44 26× 4.0 8× 4.0 2× 4.0
GTS/800/47 GTS-800-47 1.2 343 100 47 26× 4.0 8× 4.0 2× 4.0
GTS/800/50 GTS-800-50 1.2 343 100 50 26× 4.0 8× 4.0 2× 4.0
GTS/800/63 GTS-800-63 1.2 343 100 63 26× 4.0 8× 4.0 2× 4.0
GTS/800/75 GTS-800-75 1.2 343 100 75 26× 4.0 8× 4.0 2× 4.0
GTS/800/88 GTS-800-88 1.2 343 100 88 26× 4.0 8× 4.0 2× 4.0
GTS/800/100 GTS-800-100 1.2 343 100 100 26× 4.0 8× 4.0 2× 4.0

Model GTS/800 has a tab attached to the seat that extends below the header. The holes
in [U] are within this tab, so they provide fixing points to the bottom edge of the header
rather than the joist.

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A2.1.6 Joist hanger – Model MINI

MINI

Holes in
MINI Dimensions Holes in [1] Holes in [2]
Drawing [U]
Reference ts A B C nxØ nxØ nxØ
MINI/38 MINI 0.8 71 40 38 8× 4.0 8× 4.0 -
MINI/44 MINI 0.8 68 40 44 8× 4.0 8× 4.0 -
MINI/47 MINI 0.8 67 40 47 8× 4.0 8× 4.0 -
MINI/50 MINI 0.8 65 40 50 8× 4.0 8× 4.0 -

Model MINI has reinforcing ribs across the seat.

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A2.1.7 Joist hanger – Model MTS/580 (MONO)

MTS (MONO)

Holes in Holes in Holes in

MTS (MONO) Dimensions
Drawing [1] [2] [U]
Reference ts A B C nxØ nxØ nxØ
MTS/580/38 MONO 0.9 90 75 38 12× 4.0 10× 4.0 2× 4.0
MTS/580/44 MONO 0.9 86 75 44 12× 4.0 10× 4.0 2× 4.0
MTS/580/47 MONO 0.9 85 75 47 12× 4.0 10× 4.0 2× 4.0
MTS/580/50 MONO 0.9 84 75 50 12× 4.0 10× 4.0 2× 4.0

Model MTS (MONO) has a tab attached to the seat that extends below the header. The
holes in [U] are within this tab, so they provide fixing points to the bottom edge of the
header rather than the joist.

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A2.1.8 Joist hanger – Model MTH/240

MTH/240

MTH/240 Dimensions Holes in [1] Holes in [2] Holes in [U]

Reference ts A B C nxØ nxØ nxØ
14× 4.0
MTH/240/38 1.5 103 84 38 2× 13.0 12× 4.0 -
14× 4.0
MTH/240/44 1.5 100 84 44 2× 13.0 12× 4.0 -
14× 4.0
MTH/240/47 1.5 98 84 47 2× 13.0 12× 4.0 -
14× 4.0
MTH/240/50 1.5 97 84 50 2× 13.0 12× 4.0 -

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A2.1.9 Joist hanger – Model MTH/340

MTH/340

MTH/340 Dimensions Holes in [1] Holes in [2] Holes in [U]

Reference ts A B C nxØ nxØ nxØ
22× 4.0
MTH/340/38 1.5 153 84 38 4× 13.0 16× 4.0 -
22× 4.0
MTH/340/44 1.5 150 84 44 4× 13.0 16× 4.0 -
22× 4.0
MTH/340/47 1.5 148 84 47 4× 13.0 16× 4.0 -
22× 4.0
MTH/340/50 1.5 147 84 50 4× 13.0 16× 4.0 -
22× 4.0
MTH/340/63 1.5 140 84 63 4× 13.0 16× 4.0 -
22× 4.0
MTH/340/75 1.5 134 84 75 4× 13.0 16× 4.0 -

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A2.1.10 Joist hanger – Model MTH/380 and MTH/CF/380

MTH/CF/380

MTH/380 Dimensions Holes in [1] Holes in [2] Holes in [U]

Reference ts A B C nxØ nxØ nxØ
22× 4.0
MTH/380/38 1.5 170 84 38 4× 13.0 16× 4.0 -
22× 4.0
MTH/380/44 1.5 170 84 44 4× 13.0 16× 4.0 -
22× 4.0
MTH/380/47 1.5 168 84 47 4× 13.0 16× 4.0 -
22× 4.0
MTH/380/50 1.5 167 84 50 4× 13.0 16× 4.0 -
22× 4.0
MTH/380/63 1.5 160 84 63 4× 13.0 16× 4.0 -
22× 4.0
MTH/380/75 1.5 154 84 75 4× 13.0 16× 4.0 -
22× 4.0
MTH/380/88 1.5 148 84 88 4× 13.0 16× 4.0 -
22× 4.0
MTH/380/100 ᴬ 1.5 142 84 100 4× 13.0 16× 4.0 -

ᴬ Available as MTH/CF/380 with faces plates folded inwards for concealed fixings

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A2.1.11 Joist hanger – Model MTH/460 and MTH/CF/460

MTH/460

MTH/380 Dimensions Holes in [1] Holes in [2] Holes in [U]

Reference ts A B C nxØ nxØ nxØ
26× 4.0
MTH/460/38 1.5 213 84 38 6× 13.0 18× 4.0 -
26× 4.0
MTH/460/44 1.5 210 84 44 6× 13.0 18× 4.0 -
26× 4.0
MTH/460/47 1.5 208 84 47 6× 13.0 18× 4.0 -
26× 4.0
MTH/460/50 1.5 207 84 50 6× 13.0 18× 4.0 -
26× 4.0
MTH/460/63 1.5 200 84 63 6× 13.0 18× 4.0 -
26× 4.0
MTH/460/75 1.5 194 84 75 6× 13.0 18× 4.0 -
26× 4.0
MTH/460/88 1.5 188 84 88 6× 13.0 18× 4.0 -
26× 4.0
MTH/460/100 ᴬ 1.5 182 84 100 6× 13.0 18× 4.0 -
26× 4.0
MTH/460/125 ᴬ 1.5 169 84 125 18× 4.0 -
6× 13.0
ᴬ Available as MTH/CF/460 with faces plates folded inwards for concealed fixings

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A2.1.12 Joist hanger – Model MTH/500 and MTH/CF/500

MTH/500

MTH/500 Dimensions Holes in [1] Holes in [2] Holes in [U]

Reference ts A B C nxØ nxØ nxØ
30× 4.0
MTH/500/38 1.5 233 84 38 6× 13.0 20× 4.0 -
30× 4.0
MTH/500/44 1.5 230 84 44 6× 13.0 20× 4.0 -
30× 4.0
MTH/500/47 1.5 228 84 47 6× 13.0 20× 4.0 -
30× 4.0
MTH/500/50 1.5 227 84 50 6× 13.0 20× 4.0 -
30× 4.0
MTH/500/63 1.5 220 84 63 6× 13.0 20× 4.0 -
30× 4.0
MTH/500/75 1.5 214 84 75 6× 13.0 20× 4.0 -
30× 4.0
MTH/500/88 1.5 208 84 88 20× 4.0 -
6× 13.0
30× 4.0
MTH/500/100 ᴬ 1.5 202 84 100 6× 13.0 20× 4.0 -
30× 4.0
MTH/500/125 ᴬ 1.5 189 84 125 6× 13.0 20× 4.0 -
30× 4.0
MTH/500/150 ᴬ 1.5 177 84 150 6× 13.0 20× 4.0 -

ᴬ Available as MTH/CF/500 with faces plates folded inwards for concealed fixings

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A2.1.13 Joist hanger – Model MTH/560 and MTH/CF/560

MTH/560

MTH/560 Dimensions Holes in [1] Holes in [2] Holes in [U]

Reference ts A B C nxØ nxØ nxØ
34× 4.0
MTH/560/38 1.5 263 84 38 6× 13.0 22× 4.0 -
34× 4.0
MTH/560/44 1.5 260 84 44 6× 13.0 22× 4.0 -
34× 4.0
MTH/560/47 1.5 258 84 47 6× 13.0 22× 4.0 -
34× 4.0
MTH/560/50 1.5 257 84 50 6× 13.0 22× 4.0 -
34× 4.0
MTH/560/63 1.5 250 84 63 6× 13.0 22× 4.0 -
34× 4.0
MTH/560/75 1.5 244 84 75 6× 13.0 22× 4.0 -
34× 4.0
MTH/560/88 1.5 238 84 88 6× 13.0 22× 4.0 -
34× 4.0
MTH/560/100 ᴬ 1.5 232 84 100 6× 13.0 22× 4.0 -
34× 4.0
MTH/560/125 ᴬ 1.5 219 84 125 22× 4.0 -
6× 13.0
34× 4.0
MTH/560/150 ᴬ 1.5 207 84 150 6× 13.0 22× 4.0 -

ᴬ Available as MTH/CF/560 with faces plates folded inwards for concealed fixings

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A2.1.14 Joist hanger – Model MTH/620 and MTH/CF/620

MTH/620

MTH/620 Dimensions Holes in [1] Holes in [2] Holes in [U]

Reference ts A B C nxØ nxØ nxØ
42× 4.0
MTH/620/38 1.5 38 84 293 8× 13.0 26× 4.0 -
42× 4.0
MTH/620/44 1.5 47 84 290 8× 13.0 26× 4.0 -
42× 4.0
MTH/620/47 1.5 44 84 288 8× 13.0 26× 4.0 -
42× 4.0
MTH/620/50 1.5 50 84 287 8× 13.0 26× 4.0 -
42× 4.0
MTH/620/63 1.5 63 84 280 8× 13.0 26× 4.0 -
42× 4.0
MTH/620/75 1.5 75 84 274 8× 13.0 26× 4.0 -
42× 4.0
MTH/620/88 1.5 88 84 268 8× 13.0 26× 4.0 -
42× 4.0
MTH/620/100 ᴬ 1.5 100 84 262 8× 13.0 26× 4.0 -
42× 4.0
MTH/620/125 ᴬ 1.5 125 84 249 26× 4.0 -
8× 13.0
42× 4.0
MTH/620/150 ᴬ 1.5 150 84 237 8× 13.0 26× 4.0 -

ᴬ Available as MTH/CF/620 with faces plates folded inwards for concealed fixings

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A2.2 Joist hangers – Load-carrying capacities
The load-carrying capacities of BPC Joist hangers in Timber to Timber connections are
listed in the following tables:
The characteristic capacities Fup and Fdown are declared.
Fasteners in the header plate are all face fixed unless noted otherwise.

Figure 2: Joist hangers: Direction of forces

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A2.2.1 Joist hangers – Model A270

Table 36: A270 joist hangers – C16 timber – Type A or Type B nails
A270 Fasteners Characteristic capacity [kN]
Reference Header [1] Joist [2] Fup Fdown
A270/38 30× 30 or 35 6× 30 or 35 2.48 11.13
A270/44 30× 30 or 35 6× 30 or 35 2.79 11.13
A270/47 30× 30 or 35 6× 30 or 35 2.79 11.13
A270/50 30× 30 or 35 6× 30 or 35 2.79 11.13
A270/63 30× 30 or 35 6× 30 or 35 2.79 13.05
A270/75 30× 30 or 35 6× 30 or 35 2.79 12.46
A270/88 30× 30 or 35 6× 30 or 35 2.79 12.46
A270/100 30× 30 or 35 6× 30 or 35 2.79 12.46

Table 37: A270 joist hangers – C16 timber – Type A or Type B nails – Wrapped ᴬ
A270 Fasteners Characteristic capacity [kN]
Reference Header [1] Joist [2] Fup Fdown
A270/38 30× 30 or 35 6× 30 or 35 2.48 10.29
A270/44 30× 30 or 35 6× 30 or 35 2.79 10.75
A270/47 30× 30 or 35 6× 30 or 35 2.79 10.75
A270/50 30× 30 or 35 6× 30 or 35 2.79 11.20
A270/63 30× 30 or 35 6× 30 or 35 2.79 12.18
A270/75 30× 30 or 35 6× 30 or 35 2.79 12.32
A270/88 30× 30 or 35 6× 30 or 35 2.79 12.32
A270/100 30× 30 or 35 6× 30 or 35 2.79 12.62

ᴬ Header plates are wrapped over the top edge of the header. Minimum 2×7№ fasteners
fixed in the header face and 2×4№ fasteners fixed in the header top edge.

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 Table 38: A270 joist hangers – C24 timber – Type A or Type B nails
A270 Fasteners Characteristic capacity [kN]
Reference Header [1] Joist [2] Fup Fdown
A270/38 30× 30 or 35 6× 30 or 35 2.80 11.83
A270/44 30× 30 or 35 6× 30 or 35 3.15 11.83
A270/47 30× 30 or 35 6× 30 or 35 3.15 11.83
A270/50 30× 30 or 35 6× 30 or 35 3.15 11.83
A270/63 30× 30 or 35 6× 30 or 35 3.15 13.78
A270/75 30× 30 or 35 6× 30 or 35 3.15 13.16
A270/88 30× 30 or 35 6× 30 or 35 3.15 13.16
A270/100 30× 30 or 35 6× 30 or 35 3.15 13.16

Table 39: A270 joist hangers – C24 timber – Type A or Type B nails – Wrapped ᴬ
A270 Fasteners Characteristic capacity [kN]
Reference Header [1] Joist [2] Fup Fdown
A270/38 30× 30 or 35 6× 30 or 35 2.80 10.94
A270/44 30× 30 or 35 6× 30 or 35 3.15 11.40
A270/47 30× 30 or 35 6× 30 or 35 3.15 11.40
A270/50 30× 30 or 35 6× 30 or 35 3.15 11.86
A270/63 30× 30 or 35 6× 30 or 35 3.15 12.86
A270/75 30× 30 or 35 6× 30 or 35 3.15 13.01
A270/88 30× 30 or 35 6× 30 or 35 3.15 13.01
A270/100 30× 30 or 35 6× 30 or 35 3.15 13.33

ᴬ Header plates are wrapped over the top edge of the header. Minimum 2×7№ fasteners
fixed in the header face and 2×4№ fasteners fixed in the header top edge.

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 Table 40: A270 joist hangers – TR26 timber – Type A or Type B nails
A270 Fasteners Characteristic capacity [kN]
Reference Header [1] Joist [2] Fup Fdown
A270/38 30× 30 or 35 6× 30 or 35 2.96 12.16
A270/44 30× 30 or 35 6× 30 or 35 3.33 12.16
A270/47 30× 30 or 35 6× 30 or 35 3.33 12.16
A270/50 30× 30 or 35 6× 30 or 35 3.33 12.16
A270/63 30× 30 or 35 6× 30 or 35 3.33 14.13
A270/75 30× 30 or 35 6× 30 or 35 3.33 13.49
A270/88 30× 30 or 35 6× 30 or 35 3.33 13.49
A270/100 30× 30 or 35 6× 30 or 35 3.33 13.49

Table 41: A270 joist hangers – TR26 timber – Type A or Type B nails – Wrapped ᴬ
A270 Fasteners Characteristic capacity [kN]
Reference Header [1] Joist [2] Fup Fdown
A270/38 30× 30 or 35 6× 30 or 35 2.96 11.25
A270/44 30× 30 or 35 6× 30 or 35 3.33 11.71
A270/47 30× 30 or 35 6× 30 or 35 3.33 11.71
A270/50 30× 30 or 35 6× 30 or 35 3.33 12.18
A270/63 30× 30 or 35 6× 30 or 35 3.33 13.18
A270/75 30× 30 or 35 6× 30 or 35 3.33 13.34
A270/88 30× 30 or 35 6× 30 or 35 3.33 13.34
A270/100 30× 30 or 35 6× 30 or 35 3.33 13.66

ᴬ Header plates are wrapped over the top edge of the header. Minimum 2×7№ fasteners
fixed in the header face and 2×4№ fasteners fixed in the header top edge.

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A2.2.2 Joist hangers – Model B340

Table 42: B340 joist hangers – C16, C24 or TR26 timber – Type A or Type B nails
B340 Fasteners Characteristic capacity [kN]
Reference Header [1] Joist [2] Fup Fdown
B340/38 26× 30 or 35 6× 30 or 35 2.47 15.00
B340/44 26× 30 or 35 6× 30 or 35 2.76 15.00
B340/47 26× 30 or 35 6× 30 or 35 2.76 15.00
B340/50 26× 30 or 35 6× 30 or 35 2.76 15.00
B340/63 26× 30 or 35 6× 30 or 35 2.76 15.00
B340/75 26× 30 or 35 6× 30 or 35 2.76 15.00
B340/88 26× 30 or 35 6× 30 or 35 2.76 15.00
B340/100 26× 30 or 35 6× 30 or 35 2.76 15.00
B340/125 26× 30 or 35 6× 30 or 35 2.76 15.00
B340/150 26× 30 or 35 6× 30 or 35 2.76 15.00

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A2.2.3 Joist hangers – Model B460

Table 43: B460 joist hangers – C16, C24 or TR26 timber – Type A or Type B nails
B460 Fasteners Characteristic capacity [kN]
Reference Header [1] Joist [2] Fup Fdown
B460/38 34× 30 or 35 8× 30 or 35 3.71 18.00
B460/44 34× 30 or 35 8× 30 or 35 4.14 18.00
B460/47 34× 30 or 35 8× 30 or 35 4.14 18.00
B460/50 34× 30 or 35 8× 30 or 35 4.14 18.00
B460/63 34× 30 or 35 8× 30 or 35 4.14 18.00
B460/75 34× 30 or 35 8× 30 or 35 4.14 18.00
B460/88 34× 30 or 35 8× 30 or 35 4.14 18.00
B460/100 34× 30 or 35 8× 30 or 35 4.14 18.00
B460/125 34× 30 or 35 8× 30 or 35 4.14 18.00
B460/150 34× 30 or 35 8× 30 or 35 4.14 18.00

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A2.2.4 Joist hangers – Model B610
Determined by calculation supported by testing.

Table 44: B610 joist hangers – C16, C24 or TR26 timber – Type A or Type B nails
B610 Fasteners Characteristic capacity [kN]
Reference Header [1] Joist [2] Fup Fdown
B610/38 46× 30 or 35 10× 30 or 35 3.70 17.00
B610/44 46× 30 or 35 10× 30 or 35 4.10 17.00
B610/47 46× 30 or 35 10× 30 or 35 4.10 20.00
B610/50 46× 30 or 35 10× 30 or 35 4.10 20.00
B610/63 46× 30 or 35 10× 30 or 35 4.10 20.00
B610/75 46× 30 or 35 10× 30 or 35 4.10 20.00
B610/1010 46× 30 or 35 10× 30 or 35 4.10 20.00
B610/100 46× 30 or 35 10× 30 or 35 4.10 20.00
B610/125 46× 30 or 35 10× 30 or 35 4.10 20.00
B610/150 46× 30 or 35 10× 30 or 35 4.10 20.00

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A2.2.5 Joist hangers – Model MH “MINI”

Table 45: Joist hangers – Model MH “MINI” – C16 timber – Type A nails
MH “MINI” Fasteners Characteristic capacity [kN]
Reference Header [1] Joist [2] Fup Fdown
MH “MINI”/38 8× 30 8× 30 2.48 5.59
MH “MINI”/44 8× 30 8× 30 2.80 5.59
MH “MINI”/47 8× 30 8× 30 2.80 5.59
MH “MINI”/50 8× 30 8× 30 2.80 5.59

Table 46: Joist hangers – Model MH “MINI” – C16 timber – Type B nails
MH “MINI” Fasteners Characteristic capacity [kN]
Reference Header [1] Joist [2] Fup Fdown
MH “MINI”/38 8× 35 8× 35 2.60 6.55
MH “MINI”/44 8× 35 8× 35 3.02 6.55
MH “MINI”/47 8× 35 8× 35 3.22 6.55
MH “MINI”/50 8× 35 8× 35 3.28 6.55

Table 47: Joist hangers – Model MH “MINI” – C24 timber – Type A nails
MH “MINI” Fasteners Characteristic capacity [kN]
Reference Header [1] Joist [2] Fup Fdown
MH “MINI”/38 8× 30 8× 30 2.80 6.32
MH “MINI”/44 8× 30 8× 30 3.16 6.32
MH “MINI”/47 8× 30 8× 30 3.16 6.32
MH “MINI”/50 8× 30 8× 30 3.16 6.32

Table 48: Joist hangers – Model MH “MINI” – C24 timber – Type B nails
MH “MINI” Fasteners Characteristic capacity [kN]
Reference Header [1] Joist [2] Fup Fdown
MH “MINI”/38 8× 35 8× 35 2.94 7.40
MH “MINI”/44 8× 35 8× 35 3.41 7.40
MH “MINI”/47 8× 35 8× 35 3.64 7.40
MH “MINI”/50 8× 35 8× 35 3.70 7.40

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 Table 49: Joist hangers – Model MH “MINI” – TR26 timber – Type A nails
MH “MINI” Fasteners Characteristic capacity [kN]
Reference Header [1] Joist [2] Fup Fdown
MH “MINI”/38 8× 30 8× 30 2.96 6.68
MH “MINI”/44 8× 30 8× 30 3.34 6.68
MH “MINI”/47 8× 30 8× 30 3.34 6.68
MH “MINI”/50 8× 30 8× 30 3.34 6.68

Table 50: Joist hangers – Model MH “MINI” – TR26 timber – Type B nails
MH “MINI” Fasteners Characteristic capacity [kN]
Reference Header [1] Joist [2] Fup Fdown
MH “MINI”/38 8× 35 8× 35 3.11 7.82
MH “MINI”/44 8× 35 8× 35 3.60 7.82
MH “MINI”/47 8× 35 8× 35 3.85 7.82
MH “MINI”/50 8× 35 8× 35 3.91 7.82

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A2.2.6 Joist hangers – Model MTS “MONO”

Table 51: Joist hangers – Model MTS “MONO” – C16 timber – Type A nails
MTS “MONO” Fasteners Characteristic capacity [kN]
Reference Header [1] Joist [2] Fup Fdown
MTS “MONO”/38 12× 30 10× 30 3.72 7.63
MTS “MONO”/44 12× 30 10× 30 3.90 8.95
MTS “MONO”/47 12× 30 10× 30 4.18 7.63
MTS “MONO”/50 12× 30 10× 30 4.52 8.95

Table 52: Joist hangers – Model MTS “MONO” – C16 timber – Type B nails
MTS “MONO” Fasteners Characteristic capacity [kN]
Reference Header [1] Joist [2] Fup Fdown
MTS “MONO”/38 12× 35 10× 35 4.83 8.95
MTS “MONO”/44 12× 35 10× 35 4.18 7.63
MTS “MONO”/47 12× 35 10× 35 4.18 7.63
MTS “MONO”/50 12× 35 10× 35 4.90 8.95

Table 53: Joist hangers – Model MTS “MONO” – C24 timber – Type A nails
MTS “MONO” Fasteners Characteristic capacity [kN]
Reference Header [1] Joist [2] Fup Fdown
MTS “MONO”/38 12× 30 10× 30 4.20 8.62
MTS “MONO”/44 12× 30 10× 30 4.72 8.62
MTS “MONO”/47 12× 30 10× 30 4.72 8.62
MTS “MONO”/50 12× 30 10× 30 4.72 8.62

Table 54: Joist hangers – Model MTS “MONO” – C24 timber – Type B nails
MTS “MONO” Fasteners Characteristic capacity [kN]
Reference Header [1] Joist [2] Fup Fdown
MTS “MONO”/38 12× 35 10× 35 4.41 10.10
MTS “MONO”/44 12× 35 10× 35 5.10 10.10
MTS “MONO”/47 12× 35 10× 35 5.45 10.10
MTS “MONO”/50 12× 35 10× 35 5.53 10.10

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 Table 55: Joist hangers – Model MTS “MONO” – TR26 timber – Type A nails
MTS “MONO” Fasteners Characteristic capacity [kN]
Reference Header [1] Joist [2] Fup Fdown
MTS “MONO”/38 12× 30 10× 30 4.44 9.11
MTS “MONO”/44 12× 30 10× 30 4.99 9.11
MTS “MONO”/47 12× 30 10× 30 4.99 9.11
MTS “MONO”/50 12× 30 10× 30 4.99 9.11

Table 56: Joist hangers – Model MTS “MONO” – TR26 timber – Type B nails
MTS “MONO” Fasteners Characteristic capacity [kN]
Reference Header [1] Joist [2] Fup Fdown
MTS “MONO”/38 12× 35 10× 35 4.66 10.68
MTS “MONO”/44 12× 35 10× 35 5.39 10.68
MTS “MONO”/47 12× 35 10× 35 5.76 10.68
MTS “MONO”/50 12× 35 10× 35 5.85 10.68

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A2.2.7 Joist hangers – Model GTS/800

Table 57: Joist hangers – Model GTS/800 – C16 timber – Type A nails
GTS/800 Fasteners Characteristic capacity [kN]
Reference Header [1] Joist [2] Fup Fdown
GTS/800/38 26× 30 8× 30 3.71 13.70
GTS/800/44 26× 30 8× 30 4.14 14.27
GTS/800/47 26× 30 8× 30 4.14 14.27
GTS/800/50 26× 30 8× 30 4.14 14.27
GTS/800/63 26× 30 8× 30 4.14 14.27
GTS/800/75 26× 30 8× 30 4.14 14.27
GTS/800/88 26× 30 8× 30 4.14 14.27
GTS/800/100 26× 30 8× 30 4.14 14.27

Values may be used for wrapped with header plates wrapped over the top edge of the
header. Minimum 2×9№ fasteners fixed in the header face and 2×3№ fasteners fixed in
the header top edge.

Table 58: Joist hangers – Model GTS/800 – C16 timber – Type B nails
GTS/800 Fasteners Characteristic capacity [kN]
Reference Header [1] Joist [2] Fup Fdown
GTS/800/38 26× 35 8× 35 3.89 13.95
GTS/800/44 26× 35 8× 35 4.51 14.77
GTS/800/47 26× 35 8× 35 4.82 15.18
GTS/800/50 26× 35 8× 35 4.86 15.23
GTS/800/63 26× 35 8× 35 4.86 15.23
GTS/800/75 26× 35 8× 35 4.86 15.23
GTS/800/88 26× 35 8× 35 4.86 15.23
GTS/800/100 26× 35 8× 35 4.86 15.23

Values may be used for wrapped with header plates wrapped over the top edge of the
header. Minimum 2×9№ fasteners fixed in the header face and 2×3№ fasteners fixed in
the header top edge.

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 Table 59: Joist hangers – Model GTS/800 – C24 timber – Type A nails
GTS/800 Fasteners Characteristic capacity [kN]
Reference Header [1] Joist [2] Fup Fdown
GTS/800/38 26× 30 8× 30 4.19 14.92
GTS/800/44 26× 30 8× 30 4.67 15.56
GTS/800/47 26× 30 8× 30 4.67 15.56
GTS/800/50 26× 30 8× 30 4.67 15.56
GTS/800/63 26× 30 8× 30 4.67 15.56
GTS/800/75 26× 30 8× 30 4.67 15.56
GTS/800/88 26× 30 8× 30 4.67 15.56
GTS/800/100 26× 30 8× 30 4.67 15.56

Values may be used for wrapped with header plates wrapped over the top edge of the
header. Minimum 2×9№ fasteners fixed in the header face and 2×3№ fasteners fixed in
the header top edge.

Table 60: Joist hangers – Model GTS/800 – C24 timber – Type B nails
GTS/800 Fasteners Characteristic capacity [kN]
Reference Header [1] Joist [2] Fup Fdown
GTS/800/38 26× 30 8× 30 4.40 15.19
GTS/800/44 26× 35 8× 35 5.09 16.12
GTS/800/47 26× 35 8× 35 5.44 16.58
GTS/800/50 26× 35 8× 35 5.48 16.64
GTS/800/63 26× 35 8× 35 5.48 16.64
GTS/800/75 26× 35 8× 35 5.48 16.64
GTS/800/88 26× 35 8× 35 5.48 16.64
GTS/800/100 26× 35 8× 35 5.48 16.64

Values may be used for wrapped with header plates wrapped over the top edge of the
header. Minimum 2×9№ fasteners fixed in the header face and 2×3№ fasteners fixed in
the header top edge.

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 Table 61: Joist hangers – Model GTS/800 – TR26 timber – Type A nails
GTS/800 Fasteners Characteristic capacity [kN]
Reference Header [1] Joist [2] Fup Fdown
GTS/800/38 26× 30 8× 30 4.43 15.42
GTS/800/44 26× 30 8× 30 4.94 16.10
GTS/800/47 26× 30 8× 30 4.94 16.10
GTS/800/50 26× 30 8× 30 4.94 16.10
GTS/800/63 26× 30 8× 30 4.94 16.10
GTS/800/75 26× 30 8× 30 4.94 16.10
GTS/800/88 26× 30 8× 30 4.94 16.10
GTS/800/100 26× 30 8× 30 4.94 16.10

Use C24 values for wrapped header plates.

Table 62: Joist hangers – Model GTS/800 – TR26 timber – Type B nails
GTS/800 Fasteners Characteristic capacity [kN]
Reference Header [1] Joist [2] Fup Fdown
GTS/800/38 26× 35 8× 35 4.65 15.71
GTS/800/44 26× 35 8× 35 5.38 16.69
GTS/800/47 26× 35 8× 35 5.75 17.18
GTS/800/50 26× 35 8× 35 5.80 17.25
GTS/800/63 26× 35 8× 35 5.80 17.25
GTS/800/75 26× 35 8× 35 5.80 17.25
GTS/800/88 26× 35 8× 35 5.80 17.25
GTS/800/100 26× 35 8× 35 5.80 17.25

Use C24 values for wrapped header plates.

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A2.2.8 Joist hangers – Model MTH/240
Values for C16 Type A nails are also valid for bolted connections. The header thickness
should be checked by an engineer.

Table 63: Joist hangers – Model MTH/240 – C16 timber – Type A nails
MTH/240 Fasteners Characteristic capacity [kN]
Reference Header [1] Joist [2] Fup Fdown
MTH/240/38 14× 30 12× 30 4.93 9.56
MTH/240/44 14× 30 12× 30 5.46 9.56
MTH/240/47 14× 30 12× 30 5.46 9.56
MTH/240/50 14× 30 12× 30 5.46 9.56

Table 64: Joist hangers – Model MTH/240 – C16 timber – Type B nails
MTH/240 Fasteners Characteristic capacity [kN]
Reference Header [1] Joist [2] Fup Fdown
MTH/240/38 14× 35 12× 35 5.18 11.23
MTH/240/44 14× 35 12× 35 6.00 11.23
MTH/240/47 14× 35 12× 35 6.40 11.23
MTH/240/50 14× 35 12× 35 6.42 11.23

Table 65: Joist hangers – Model MTH/240 – C24 timber – Type A nails
MTH/240 Fasteners Characteristic capacity [kN]
Reference Header [1] Joist [2] Fup Fdown
MTH/240/38 14× 30 12× 30 5.56 10.79
MTH/240/44 14× 30 12× 30 6.17 10.79
MTH/240/47 14× 30 12× 30 6.17 10.79
MTH/240/50 14× 30 12× 30 6.17 10.79

Table 66: Joist hangers – Model MTH/240 – C24 timber – Type B nails
MTH/240 Fasteners Characteristic capacity [kN]
Reference Header [1] Joist [2] Fup Fdown
MTH/240/38 14× 35 12× 35 5.85 12.68
MTH/240/44 14× 35 12× 35 6.77 12.68
MTH/240/47 14× 35 12× 35 7.23 12.68
MTH/240/50 14× 35 12× 35 7.25 12.68

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 Table 67: Joist hangers – Model MTH/240 – TR26 timber – Type A nails
MTH/240 Fasteners Characteristic capacity [kN]
Reference Header [1] Joist [2] Fup Fdown
MTH/240/38 14× 30 12× 30 5.88 11.41
MTH/240/44 14× 30 12× 30 6.52 11.41
MTH/240/47 14× 30 12× 30 6.52 11.41
MTH/240/50 14× 30 12× 30 6.52 11.41

Table 68: Joist hangers – Model MTH/240 – TR26 timber – Type B nails
MTH/240 Fasteners Characteristic capacity [kN]
Reference Header [1] Joist [2] Fup Fdown
MTH/240/38 14× 35 12× 35 6.18 13.41
MTH/240/44 14× 35 12× 35 7.16 13.41
MTH/240/47 14× 35 12× 35 7.64 13.41
MTH/240/50 14× 35 12× 35 7.66 13.41

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A2.2.9 Joist hangers – Model MTH/340
Values are also valid for bolted connections. The header thickness should be checked by
an engineer.

Table 69: Joist hangers – Model MTH/340 – C16 timber – Type A nails
MTH/340 Fasteners Characteristic capacity [kN]
Reference Header [1] Joist [2] Fup Fdown
MTH/340/38 22× 30 16× 30 8.63 15.02
MTH/340/44 22× 30 16× 30 9.56 15.02
MTH/340/47 22× 30 16× 30 9.56 15.02
MTH/340/50 22× 30 16× 30 9.56 15.02
MTH/340/63 22× 30 16× 30 8.19 15.02
MTH/340/75 22× 30 16× 30 8.19 15.02

Table 70: Joist hangers – Model MTH/340 – C16 timber – Type B nails
MTH/340 Fasteners Characteristic capacity [kN]
Reference Header [1] Joist [2] Fup Fdown
MTH/340/38 22× 35 16× 35 9.06 17.65
MTH/340/44 22× 35 16× 35 10.49 17.65
MTH/340/47 22× 35 16× 35 11.21 17.65
MTH/340/50 22× 35 16× 35 11.23 17.65
MTH/340/63 22× 35 16× 35 9.63 17.65
MTH/340/75 22× 35 16× 35 9.63 17.65

Table 71: Joist hangers – Model MTH/340 – C24 timber – Type A nails
MTH/340 Fasteners Characteristic capacity [kN]
Reference Header [1] Joist [2] Fup Fdown
MTH/340/38 22× 30 16× 30 9.74 16.95
MTH/340/44 22× 30 16× 30 10.79 16.95
MTH/340/47 22× 30 16× 30 10.79 16.95
MTH/340/50 22× 30 16× 30 10.79 16.95
MTH/340/63 22× 30 16× 30 9.25 16.95
MTH/340/75 22× 30 16× 30 9.25 16.95

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 Table 72: Joist hangers – Model MTH/340 – C24 timber – Type B nails
MTH/340 Fasteners Characteristic capacity [kN]
Reference Header [1] Joist [2] Fup Fdown
MTH/340/38 22× 30 16× 30 10.23 19.93
MTH/340/44 22× 35 16× 35 11.85 19.93
MTH/340/47 22× 35 16× 35 12.65 19.93
MTH/340/50 22× 35 16× 35 12.68 19.93
MTH/340/63 22× 35 16× 35 10.87 19.93
MTH/340/75 22× 35 16× 35 10.87 19.93

Table 73: Joist hangers – Model MTH/340 – TR26 timber – Type A nails
MTH/340 Fasteners Characteristic capacity [kN]
Reference Header [1] Joist [2] Fup Fdown
MTH/340/38 22× 30 16× 30 10.29 17.92
MTH/340/44 22× 30 16× 30 11.41 17.92
MTH/340/47 22× 30 16× 30 11.41 17.92
MTH/340/50 22× 30 16× 30 11.41 17.92
MTH/340/63 22× 30 16× 30 9.78 17.92
MTH/340/75 22× 30 16× 30 9.78 17.92

Table 74: Joist hangers – Model MTH/340 – TR26 timber – Type B nails
MTH/340 Fasteners Characteristic capacity [kN]
Reference Header [1] Joist [2] Fup Fdown
MTH/340/38 22× 35 16× 35 10.82 21.07
MTH/340/44 22× 35 16× 35 12.52 21.07
MTH/340/47 22× 35 16× 35 13.38 21.07
MTH/340/50 22× 35 16× 35 13.41 21.07
MTH/340/63 22× 35 16× 35 11.49 21.07
MTH/340/75 22× 35 16× 35 11.49 21.07

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A2.2.10 Joist hangers – Model MTH/380
Use MTH/340 values for bolted connections. The header thickness should be checked by
an engineer.

Table 75: Joist hangers – Model MTH/380 – C16 timber – Type A nails
MTH/380 Fasteners Characteristic capacity [kN]
Reference Header [1] Joist [2] Fup Fdown
MTH/380/38 22× 30 16× 30 8.63 15.02
MTH/380/44 22× 30 16× 30 9.56 15.02
MTH/380/47 22× 30 16× 30 9.56 15.02
MTH/380/50 22× 30 16× 30 9.56 15.02
MTH/380/63 22× 30 16× 30 9.56 15.02
MTH/380/75 22× 30 16× 30 9.56 15.02
MTH/380/88 22× 30 16× 30 9.56 15.02
MTH/380/100 22× 30 16× 30 8.19 15.02

Table 76: Joist hangers – Model MTH/380 – C16 timber – Type B nails
MTH/380 Fasteners Characteristic capacity [kN]
Reference Header [1] Joist [2] Fup Fdown
MTH/380/38 22× 35 16× 35 9.06 17.65
MTH/380/44 22× 35 16× 35 10.49 17.65
MTH/380/47 22× 35 16× 35 11.21 17.65
MTH/380/50 22× 35 16× 35 11.23 17.65
MTH/380/63 22× 35 16× 35 11.23 17.65
MTH/380/75 22× 35 16× 35 11.23 17.65
MTH/380/88 22× 35 16× 35 11.23 17.65
MTH/380/100 22× 35 16× 35 9.63 17.65

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 Table 77: Joist hangers – Model MTH/380 – C24 timber – Type A nails
MTH/380 Fasteners Characteristic capacity [kN]
Reference Header [1] Joist [2] Fup Fdown
MTH/380/38 22× 30 16× 30 9.74 16.95
MTH/380/44 22× 30 16× 30 10.79 16.95
MTH/380/47 22× 30 16× 30 10.79 16.95
MTH/380/50 22× 30 16× 30 10.79 16.95
MTH/380/63 22× 30 16× 30 10.79 16.95
MTH/380/75 22× 30 16× 30 10.79 16.95
MTH/380/88 22× 30 16× 30 10.79 16.95
MTH/380/100 22× 30 16× 30 9.25 16.95

Table 78: Joist hangers – Model MTH/380 – C24 timber – Type B nails
MTH/380 Fasteners Characteristic capacity [kN]
Reference Header [1] Joist [2] Fup Fdown
MTH/380/38 22× 30 16× 30 10.23 19.93
MTH/380/44 22× 35 16× 35 11.85 19.93
MTH/380/47 22× 35 16× 35 12.65 19.93
MTH/380/50 22× 35 16× 35 12.68 19.93
MTH/380/63 22× 35 16× 35 12.68 19.93
MTH/380/75 22× 35 16× 35 12.68 19.93
MTH/380/88 22× 35 16× 35 12.68 19.93
MTH/380/100 22× 35 16× 35 10.87 19.93

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 Table 79: Joist hangers – Model MTH/380 – TR26 timber – Type A nails
MTH/380 Fasteners Characteristic capacity [kN]
Reference Header [1] Joist [2] Fup Fdown
MTH/380/38 22× 30 16× 30 10.29 17.92
MTH/380/44 22× 30 16× 30 11.41 17.92
MTH/380/47 22× 30 16× 30 11.41 17.92
MTH/380/50 22× 30 16× 30 11.41 17.92
MTH/380/63 22× 30 16× 30 11.41 17.92
MTH/380/75 22× 30 16× 30 11.41 17.92
MTH/380/88 22× 30 16× 30 11.41 17.92
MTH/380/100 22× 30 16× 30 9.78 17.92

Table 80: Joist hangers – Model MTH/380 – TR26 timber – Type B nails
MTH/380 Fasteners Characteristic capacity [kN]
Reference Header [1] Joist [2] Fup Fdown
MTH/380/38 22× 35 16× 35 10.82 21.07
MTH/380/44 22× 35 16× 35 12.52 21.07
MTH/380/47 22× 35 16× 35 13.38 21.07
MTH/380/50 22× 35 16× 35 13.41 21.07
MTH/380/63 22× 35 16× 35 13.41 21.07
MTH/380/75 22× 35 16× 35 13.41 21.07
MTH/380/88 22× 35 16× 35 13.41 21.07
MTH/380/100 22× 35 16× 35 11.49 21.07

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A2.2.11 Joist hangers – Model MTH/460
Values are also valid for bolted connections. The header thickness should be checked by
an engineer.

Table 81: Joist hangers – Model MTH/460 – C16 timber – Type A nails
MTH/460 Fasteners Characteristic capacity [kN]
Reference Header [1] Joist [2] Fup Fdown
MTH/460/38 26× 30 18× 30 9.86 17.75
MTH/460/44 26× 30 18× 30 10.92 17.75
MTH/460/47 26× 30 18× 30 10.92 17.75
MTH/460/50 26× 30 18× 30 10.92 17.75
MTH/460/63 26× 30 18× 30 10.92 17.75
MTH/460/75 26× 30 18× 30 10.92 17.75
MTH/460/88 26× 30 18× 30 10.92 17.75
MTH/460/100 26× 30 18× 30 10.92 17.75
MTH/460/125 26× 30 18× 30 10.92 17.75

Table 82: Joist hangers – Model MTH/460 – C16 timber – Type B nails
MTH/460 Fasteners Characteristic capacity [kN]
Reference Header [1] Joist [2] Fup Fdown
MTH/460/38 26× 35 18× 35 10.36 20.44
MTH/460/44 26× 35 18× 35 11.99 20.86
MTH/460/47 26× 35 18× 35 12.81 20.86
MTH/460/50 26× 35 18× 35 12.84 20.86
MTH/460/63 26× 35 18× 35 12.84 20.86
MTH/460/75 26× 35 18× 35 12.84 20.86
MTH/460/88 26× 35 18× 35 12.84 20.86
MTH/460/100 26× 35 18× 35 12.84 20.86
MTH/460/125 26× 35 18× 35 12.84 20.86

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 Table 83: Joist hangers – Model MTH/460 – C24 timber – Type A nails
MTH/460 Fasteners Characteristic capacity [kN]
Reference Header [1] Joist [2] Fup Fdown
MTH/460/38 26× 30 18× 30 11.69 22.52
MTH/460/44 26× 30 18× 30 13.54 23.55
MTH/460/47 26× 30 18× 30 14.46 23.55
MTH/460/50 26× 30 18× 30 14.49 23.55
MTH/460/63 26× 30 18× 30 14.49 23.55
MTH/460/75 26× 30 18× 30 14.49 23.55
MTH/460/88 26× 30 18× 30 14.49 23.55
MTH/460/100 26× 30 18× 30 14.49 23.55
MTH/460/125 26× 30 18× 30 14.49 23.55

Table 84: Joist hangers – Model MTH/460 – C24 timber – Type B nails
MTH/460 Fasteners Characteristic capacity [kN]
Reference Header [1] Joist [2] Fup Fdown
MTH/460/38 26× 30 18× 30 11.69 22.52
MTH/460/44 26× 35 18× 35 13.54 23.55
MTH/460/47 26× 35 18× 35 14.46 23.55
MTH/460/50 26× 35 18× 35 14.49 23.55
MTH/460/63 26× 35 18× 35 14.49 23.55
MTH/460/75 26× 35 18× 35 14.49 23.55
MTH/460/88 26× 35 18× 35 14.49 23.55
MTH/460/100 26× 35 18× 35 14.49 23.55
MTH/460/125 26× 35 18× 35 14.49 23.55

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 Table 85: Joist hangers – Model MTH/460 – TR26 timber – Type A nails
MTH/460 Fasteners Characteristic capacity [kN]
Reference Header [1] Joist [2] Fup Fdown
MTH/460/38 26× 30 18× 30 11.77 21.18
MTH/460/44 26× 30 18× 30 13.03 21.18
MTH/460/47 26× 30 18× 30 13.03 21.18
MTH/460/50 26× 30 18× 30 13.03 21.18
MTH/460/63 26× 30 18× 30 13.03 21.18
MTH/460/75 26× 30 18× 30 13.03 21.18
MTH/460/88 26× 30 18× 30 13.03 21.18
MTH/460/100 26× 30 18× 30 13.03 21.18
MTH/460/125 26× 30 18× 30 13.03 21.18

Table 86: Joist hangers – Model MTH/460 – TR26 timber – Type B nails
MTH/460 Fasteners Characteristic capacity [kN]
Reference Header [1] Joist [2] Fup Fdown
MTH/460/38 26× 35 18× 35 12.36 23.46
MTH/460/44 26× 35 18× 35 14.31 24.90
MTH/460/47 26× 35 18× 35 15.29 24.90
MTH/460/50 26× 35 18× 35 15.32 24.90
MTH/460/63 26× 35 18× 35 15.32 24.90
MTH/460/75 26× 35 18× 35 15.32 24.90
MTH/460/88 26× 35 18× 35 15.32 24.90
MTH/460/100 26× 35 18× 35 15.32 24.90
MTH/460/125 26× 35 18× 35 15.32 24.90

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A2.2.12 Joist hangers – Model MTH/500
Use MTH/460 values for bolted connections. The header thickness should be checked by
an engineer.

Table 87: Joist hangers – Model MTH/500 – C16 timber – Type A nails
MTH/500 Fasteners Characteristic capacity [kN]
Reference Header [1] Joist [2] Fup Fdown
MTH/500/38 30× 30 20× 30 11.09 20.48
MTH/500/44 30× 30 20× 30 12.29 20.48
MTH/500/47 30× 30 20× 30 12.29 20.48
MTH/500/50 30× 30 20× 30 12.29 20.48
MTH/500/63 30× 30 20× 30 12.29 20.48
MTH/500/75 30× 30 20× 30 12.29 20.48
MTH/500/88 30× 30 20× 30 12.29 20.48
MTH/500/100 30× 30 20× 30 12.29 20.48
MTH/500/125 30× 30 20× 30 12.29 20.48
MTH/500/150 30× 30 20× 30 10.92 20.48

Table 88: Joist hangers – Model MTH/500 – C16 timber – Type B nails
MTH/500 Fasteners Characteristic capacity [kN]
Reference Header [1] Joist [2] Fup Fdown
MTH/500/38 30× 35 20× 35 11.65 21.73
MTH/500/44 30× 35 20× 35 13.49 23.78
MTH/500/47 30× 35 20× 35 14.41 24.07
MTH/500/50 30× 35 20× 35 14.44 24.07
MTH/500/63 30× 35 20× 35 14.44 24.07
MTH/500/75 30× 35 20× 35 14.44 24.07
MTH/500/88 30× 35 20× 35 14.44 24.07
MTH/500/100 30× 35 20× 35 14.44 24.07
MTH/500/125 30× 35 20× 35 14.44 24.07
MTH/500/150 30× 35 20× 35 12.84 24.07

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 Table 89: Joist hangers – Model MTH/500 – C24 timber – Type A nails
MTH/500 Fasteners Characteristic capacity [kN]
Reference Header [1] Joist [2] Fup Fdown
MTH/500/38 30× 30 20× 30 12.52 23.12
MTH/500/44 30× 30 20× 30 13.87 23.12
MTH/500/47 30× 30 20× 30 13.87 23.12
MTH/500/50 30× 30 20× 30 13.87 23.12
MTH/500/63 30× 30 20× 30 13.87 23.12
MTH/500/75 30× 30 20× 30 13.87 23.12
MTH/500/88 30× 30 20× 30 13.87 23.12
MTH/500/100 30× 30 20× 30 13.87 23.12
MTH/500/125 30× 30 20× 30 13.87 23.12
MTH/500/150 30× 30 20× 30 12.33 23.12

Table 90: Joist hangers – Model MTH/500 – C24 timber – Type B nails
MTH/500 Fasteners Characteristic capacity [kN]
Reference Header [1] Joist [2] Fup Fdown
MTH/500/38 30× 30 20× 30 13.15 23.99
MTH/500/44 30× 35 20× 35 15.23 26.29
MTH/500/47 30× 35 20× 35 16.27 27.17
MTH/500/50 30× 35 20× 35 16.30 27.17
MTH/500/63 30× 35 20× 35 16.30 27.17
MTH/500/75 30× 35 20× 35 16.30 27.17
MTH/500/88 30× 35 20× 35 16.30 27.17
MTH/500/100 30× 35 20× 35 16.30 27.17
MTH/500/125 30× 35 20× 35 16.30 27.17
MTH/500/150 30× 35 20× 35 14.49 27.17

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 Table 91: Joist hangers – Model MTH/500 – TR26 timber – Type A nails
MTH/500 Fasteners Characteristic capacity [kN]
Reference Header [1] Joist [2] Fup Fdown
MTH/500/38 30× 30 20× 30 13.24 24.26
MTH/500/44 30× 30 20× 30 14.66 24.44
MTH/500/47 30× 30 20× 30 14.66 24.44
MTH/500/50 30× 30 20× 30 14.66 24.44
MTH/500/63 30× 30 20× 30 14.66 24.44
MTH/500/75 30× 30 20× 30 14.66 24.44
MTH/500/88 30× 30 20× 30 14.66 24.44
MTH/500/100 30× 30 20× 30 14.66 24.44
MTH/500/125 30× 30 20× 30 14.66 24.44
MTH/500/150 30× 30 20× 30 13.03 24.44

Table 92: Joist hangers – Model MTH/500 – TR26 timber – Type B nails
MTH/500 Fasteners Characteristic capacity [kN]
Reference Header [1] Joist [2] Fup Fdown
MTH/500/38 30× 35 20× 35 13.91 25.01
MTH/500/44 30× 35 20× 35 16.10 27.45
MTH/500/47 30× 35 20× 35 17.20 28.67
MTH/500/50 30× 35 20× 35 17.24 28.71
MTH/500/63 30× 35 20× 35 17.24 28.71
MTH/500/75 30× 35 20× 35 17.24 28.71
MTH/500/88 30× 35 20× 35 17.24 28.71
MTH/500/100 30× 35 20× 35 17.24 28.71
MTH/500/125 30× 35 20× 35 17.24 28.71
MTH/500/150 30× 35 20× 35 15.32 28.71

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A2.2.13 Joist hangers – Model MTH/560
Use MTH/460 values for bolted connections. The header thickness should be checked by
an engineer.

Table 93: Joist hangers – Model MTH/560 – C16 timber – Type A nails
MTH/560 Fasteners Characteristic capacity [kN]
Reference Header [1] Joist [2] Fup Fdown
MTH/560/38 34× 30 22× 30 12.32 22.34
MTH/560/44 34× 30 22× 30 13.65 23.21
MTH/560/47 34× 30 22× 30 13.65 23.21
MTH/560/50 34× 30 22× 30 13.65 23.21
MTH/560/63 34× 30 22× 30 13.65 23.21
MTH/560/75 34× 30 22× 30 13.65 23.21
MTH/560/88 34× 30 22× 30 13.65 23.21
MTH/560/100 34× 30 22× 30 13.65 23.21
MTH/560/125 34× 30 22× 30 13.65 23.21
MTH/560/150 34× 30 22× 30 13.65 23.21

Table 94: Joist hangers – Model MTH/560 – C16 timber – Type B nails
MTH/560 Fasteners Characteristic capacity [kN]
Reference Header [1] Joist [2] Fup Fdown
MTH/560/38 34× 35 22× 35 12.95 23.03
MTH/560/44 34× 35 22× 35 14.99 25.28
MTH/560/47 34× 35 22× 35 16.01 26.40
MTH/560/50 34× 35 22× 35 16.05 26.44
MTH/560/63 34× 35 22× 35 16.05 26.44
MTH/560/75 34× 35 22× 35 16.05 26.44
MTH/560/88 34× 35 22× 35 16.05 26.44
MTH/560/100 34× 35 22× 35 16.05 26.44
MTH/560/125 34× 35 22× 35 16.05 26.44
MTH/560/150 34× 35 22× 35 16.05 26.44

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 Table 95: Joist hangers – Model MTH/560 – C24 timber – Type A nails
MTH/560 Fasteners Characteristic capacity [kN]
Reference Header [1] Joist [2] Fup Fdown
MTH/560/38 34× 30 22× 30 13.91 24.67
MTH/560/44 34× 30 22× 30 15.41 26.20
MTH/560/47 34× 30 22× 30 15.41 26.20
MTH/560/50 34× 30 22× 30 15.41 26.20
MTH/560/63 34× 30 22× 30 15.41 26.20
MTH/560/75 34× 30 22× 30 15.41 26.20
MTH/560/88 34× 30 22× 30 15.41 26.20
MTH/560/100 34× 30 22× 30 15.41 26.20
MTH/560/125 34× 30 22× 30 15.41 26.20
MTH/560/150 34× 30 22× 30 15.41 26.20

Table 96: Joist hangers – Model MTH/560 – C24 timber – Type B nails
MTH/560 Fasteners Characteristic capacity [kN]
Reference Header [1] Joist [2] Fup Fdown
MTH/560/38 34× 30 22× 30 14.62 25.45
MTH/560/44 34× 35 22× 35 16.92 27.99
MTH/560/47 34× 35 22× 35 18.08 29.25
MTH/560/50 34× 35 22× 35 18.12 29.30
MTH/560/63 34× 35 22× 35 18.12 29.30
MTH/560/75 34× 35 22× 35 18.12 29.30
MTH/560/88 34× 35 22× 35 18.12 29.30
MTH/560/100 34× 35 22× 35 18.12 29.30
MTH/560/125 34× 35 22× 35 18.12 29.30
MTH/560/150 34× 35 22× 35 18.12 29.30

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 Table 97: Joist hangers – Model MTH/560 – TR26 timber – Type A nails
MTH/560 Fasteners Characteristic capacity [kN]
Reference Header [1] Joist [2] Fup Fdown
MTH/560/38 34× 30 22× 30 14.71 25.73
MTH/560/44 34× 30 22× 30 16.29 27.48
MTH/560/47 34× 30 22× 30 16.29 27.48
MTH/560/50 34× 30 22× 30 16.29 27.48
MTH/560/63 34× 30 22× 30 16.29 27.48
MTH/560/75 34× 30 22× 30 16.29 27.48
MTH/560/88 34× 30 22× 30 16.29 27.48
MTH/560/100 34× 30 22× 30 16.29 27.48
MTH/560/125 34× 30 22× 30 16.29 27.48
MTH/560/150 34× 30 22× 30 16.29 27.48

Table 98: Joist hangers – Model MTH/560 – TR26 timber – Type B nails
MTH/560 Fasteners Characteristic capacity [kN]
Reference Header [1] Joist [2] Fup Fdown
MTH/560/38 34× 35 22× 35 15.45 26.55
MTH/560/44 34× 35 22× 35 17.89 29.23
MTH/560/47 34× 35 22× 35 19.11 30.58
MTH/560/50 34× 35 22× 35 19.15 30.62
MTH/560/63 34× 35 22× 35 19.15 30.62
MTH/560/75 34× 35 22× 35 19.15 30.62
MTH/560/88 34× 35 22× 35 19.15 30.62
MTH/560/100 34× 35 22× 35 19.15 30.62
MTH/560/125 34× 35 22× 35 19.15 30.62
MTH/560/150 34× 35 22× 35 19.15 30.62

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A2.2.14 Joist hangers – Model MTH/620
Values are also valid for bolted connections. The header thickness should be checked by
an engineer.

Table 99: Joist hangers – Model MTH/620 – C16 timber – Type A nails
MTH/620 Fasteners Characteristic capacity [kN]
Reference Header [1] Joist [2] Fup Fdown
MTH/620/38 42× 30 26× 30 14.79 24.81
MTH/620/44 42× 30 26× 30 16.38 26.54
MTH/620/47 42× 30 26× 30 16.38 26.54
MTH/620/50 42× 30 26× 30 16.38 26.54
MTH/620/63 42× 30 26× 30 16.38 26.54
MTH/620/75 42× 30 26× 30 16.38 26.54
MTH/620/88 42× 30 26× 30 16.38 26.54
MTH/620/100 42× 30 26× 30 16.38 26.54
MTH/620/125 42× 30 26× 30 16.38 26.54
MTH/620/150 42× 30 26× 30 16.38 26.54

Table 100: Joist hangers – Model MTH/620 – C16 timber – Type B nails
MTH/620 Fasteners Characteristic capacity [kN]
Reference Header [1] Joist [2] Fup Fdown
MTH/620/38 42× 35 26× 35 15.53 25.62
MTH/620/44 42× 35 26× 35 17.99 28.28
MTH/620/47 42× 35 26× 35 19.21 29.60
MTH/620/50 42× 35 26× 35 19.25 29.65
MTH/620/63 42× 35 26× 35 19.25 29.65
MTH/620/75 42× 35 26× 35 19.25 29.65
MTH/620/88 42× 35 26× 35 19.25 29.65
MTH/620/100 42× 35 26× 35 19.25 29.65
MTH/620/125 42× 35 26× 35 19.25 29.65
MTH/620/150 42× 35 26× 35 19.25 29.65

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 Table 101: Joist hangers – Model MTH/620 – C24 timber – Type A nails
MTH/620 Fasteners Characteristic capacity [kN]
Reference Header [1] Joist [2] Fup Fdown
MTH/620/38 42× 30 26× 30 16.69 27.45
MTH/620/44 42× 30 26× 30 18.49 29.40
MTH/620/47 42× 30 26× 30 18.49 29.40
MTH/620/50 42× 30 26× 30 18.49 29.40
MTH/620/63 42× 30 26× 30 18.49 29.40
MTH/620/75 42× 30 26× 30 18.49 29.40
MTH/620/88 42× 30 26× 30 18.49 29.40
MTH/620/100 42× 30 26× 30 18.49 29.40
MTH/620/125 42× 30 26× 30 18.49 29.40
MTH/620/150 42× 30 26× 30 18.49 29.40

Table 102: Joist hangers – Model MTH/620 – C24 timber – Type B nails
MTH/620 Fasteners Characteristic capacity [kN]
Reference Header [1] Joist [2] Fup Fdown
MTH/620/38 42× 30 26× 30 17.54 28.37
MTH/620/44 42× 35 26× 35 20.31 31.37
MTH/620/47 42× 35 26× 35 21.69 32.87
MTH/620/50 42× 35 26× 35 21.74 32.92
MTH/620/63 42× 35 26× 35 21.74 32.92
MTH/620/75 42× 35 26× 35 21.74 32.92
MTH/620/88 42× 35 26× 35 21.74 32.92
MTH/620/100 42× 35 26× 35 21.74 32.92
MTH/620/125 42× 35 26× 35 21.74 32.92
MTH/620/150 42× 35 26× 35 21.74 32.92

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 Table 103: Joist hangers – Model MTH/620 – TR26 timber – Type A nails
MTH/620 Fasteners Characteristic capacity [kN]
Reference Header [1] Joist [2] Fup Fdown
MTH/620/38 42× 30 26× 30 17.65 28.67
MTH/620/44 42× 30 26× 30 19.55 30.74
MTH/620/47 42× 30 26× 30 19.55 30.74
MTH/620/50 42× 30 26× 30 19.55 30.74
MTH/620/63 42× 30 26× 30 19.55 30.74
MTH/620/75 42× 30 26× 30 19.55 30.74
MTH/620/88 42× 30 26× 30 19.55 30.74
MTH/620/100 42× 30 26× 30 19.55 30.74
MTH/620/125 42× 30 26× 30 19.55 30.74
MTH/620/150 42× 30 26× 30 19.55 30.74

Table 104: Joist hangers – Model MTH/620 – TR26 timber – Type B nails
MTH/620 Fasteners Characteristic capacity [kN]
Reference Header [1] Joist [2] Fup Fdown
MTH/620/38 42× 35 26× 35 18.54 29.64
MTH/620/44 42× 35 26× 35 21.47 32.81
MTH/620/47 42× 35 26× 35 22.93 34.40
MTH/620/50 42× 35 26× 35 22.98 34.45
MTH/620/63 42× 35 26× 35 22.98 34.45
MTH/620/75 42× 35 26× 35 22.98 34.45
MTH/620/88 42× 35 26× 35 22.98 34.45
MTH/620/100 42× 35 26× 35 22.98 34.45
MTH/620/125 42× 35 26× 35 22.98 34.45
MTH/620/150 42× 35 26× 35 22.98 34.45

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ANNEX 3 PLATE AND ANCHOR PRODUCTS

A3.1 Plates and anchors – Product descriptions

A3.1.1 Angle bracket – Model FA

FA3

FA Dimensions Holes in [1] Holes in [2]

Drawing
Reference ts A B C n×Ø n×Ø
FA1, FA2, FA3 FA 1.2 42 42 125 9× 4.0 9× 4.0

FA3 has a single fold. FA1 and FA2 have an additional fold creating an internal or
external support respectively.

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A3.1.2 Holding down angles – Model HDA

HDA

HDA Dimensions Holes in [1] Holes in [2]

Drawing
Reference ts A B C n×Ø n×Ø
HDA/300 HDA 2.0 32 32 300 12× 4.0 12× 4.0
HDA/500 HDA 2.0 32 32 500 20× 4.0 20× 4.0

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A3.1.3 Splice plate – Model SP

SP

Splice plate Dimensions Holes in [1] Holes in [2]

Reference ts A B C nxØ nxØ
SP/57x400 0.9 57 18 400 40× 4.0 8× 4.0
SP/82x550 0.9 82 18 550 88× 4.0 11× 4.0
SP/98x550 0.9 98 18 550 99× 4.0 11× 4.0
SP/100x350 0.9 100 15 350 63× 4.0 7× 4.0

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A3.1.4 Truss clip – Model TC

TC

Truss clip Dimensions Holes in [1] Holes in [2]

Reference ts A B C nxØ nxØ
7× 4.0
TC/38 0.9 110 29 38 2× 8.0 10× 4.0
7× 4.0
TC/44 0.9 110 29 44 2× 8.0 10× 4.0
7× 4.0
TC/47 0.9 110 29 47 2× 8.0 10× 4.0
7× 4.0
TC/50 0.9 110 29 50 2× 8.0 10× 4.0

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A3.2 Plates and anchors – Load-carrying capacities

A3.2.1 Framing anchor – Model FA

Framing anchors FA1 and FA2 with a folded leg achieve the same values as the unfolded
FA3 version provided that
• all nine fasteners for each plate are in the same joint component
• loaded and unloaded edge and end fastener spacings are no worse than for the
unfolded anchor FA3.

Table 105: Framing Anchor – Model FA – C16 timber – Type A or B nails

FA Fasteners Characteristic capacity [kN]
Reference Plate 1 Plate 2 Type Fx,k Fy,k Fz,k
FA1, FA2, FA3 9× 30 9× 30 A 4.05 2.16 3.11
FA1, FA2, FA3 9× 35 9× 35 B 4.93 2.63 3.35

Table 106: Framing Anchor – Model FA – C24 timber – Type A or B nails

FA Fasteners Characteristic capacity [kN]
Reference Plate 1 Plate 2 Type Fx,k Fy,k Fz,k
FA1, FA2, FA3 9× 30 9× 30 A 4.57 2.32 3.41
FA1, FA2, FA3 9× 35 9× 35 B 5.56 2.86 3.68

Table 107: Framing Anchor – Model FA – TR26 timber – Type A or B nails

FA Fasteners Characteristic capacity [kN]
Reference Plate 1 Plate 2 Type Fx,k Fy,k Fz,k
FA1, FA2, FA3 9× 30 9× 30 A 4.83 2.40 3.52
FA1, FA2, FA3 9× 35 9× 35 B 5.88 3.75 4.20

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A3.2.2 Truss clips – Model TC
Truss clip values are for uplift only and have been determined for a rafter at a 30° slope.

Table 108: Truss clips – Model TC – C16, C24 or TR26 timber – Type A or B nails

TC Fasteners Characteristic capacity [kN]

Reference Plate 1 Plate 2 Fup
TC/38 7× 30 or 35 10× 30 or 35 3.50
TC/44 7× 30 or 35 10× 30 or 35 3.75
TC/47 7× 30 or 35 10× 30 or 35 3.75
TC/50 7× 30 or 35 10× 30 or 35 3.75

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A3.2.3 Holding down angles – Model HDA
Holding down angle values are given per connector in tension parallel to the fold, but
holding down angles should not be used singly.
The values assume that an equal number of fasteners per angle is used for each
component in the joint and that all the holes in one or other plate are filled at any point
along the length of the connector.

Table 109: Holding down angles – Model HDA – C16, C24 or TR26 timber – Type A
or B nails
HDA Fasteners Characteristic capacity [kN]
Reference Plate 1 Plate 2 № of connectors Fx,k
HDA/300 6× 30 or 35 6× 30 or 35 2 7.5
HDA/500 10× 30 or 35 10× 30 or 35 2 7.5
HDA/300 6× 30 or 35 6× 30 or 35 4 20
HDA/500 10× 30 or 35 10× 30 or 35 4 20

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A3.2.4 Splice plates – Model SP
Values are given per plate in tension parallel to the fold, but splice plates should always
be used in sets of four.
It is assumed that the joint between the components is at the centre of the connector, so
the number of fasteners given per plate in the table is halved for each component.

Table 110: Splice plates – Model SP – C16, C24 or TR26 timber – Type A or B nails
SP Fasteners Characteristic capacity [kN]
Reference Plate 1 Plate 2 Fx,k
SP/57x400 40× 30 or 35 8× 30 or 35 14
SP/82x550 88× 30 or 35 11× 30 or 35 19
SP/98x550 99× 30 or 35 11× 30 or 35 22
SP/100x350 63× 30 or 35 7× 30 or 35 19

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