NPB255
Nail plate for CLT
Nail plate NPB255 has been developed to fix to provde support for and CLT panels to CLT Floors, timber supports or concrete supports.
Versatlie and simple to install, centre markings are stamped onto the plate to assist accurate positioning over the CLT panels.
CE Marking
ETA
Service class 2
Electrogalvanized steel 20 µm
Indoor
Product Details
Features
Material
- Galvanized steel S250GD + Z275 according to EN 10346
- Thickness 3 mm
Advantages
- Ideal for use in Timber and CLT buildings
- Great versatility: can be utilised for Timber to Timber , Timber to concrete, CLT to CLT or CLT to concrete connections,
- High performance for horizontal (F2 / F3) and vertical (F1) loads directions.
Technical Data
Product Characteristic Capacities - Timber to Timber - Nailing Pattern 1
References | Product capacities - Timber to timber - Nailing pattern 1 | |||||
---|---|---|---|---|---|---|
Fasteners | Product characteristic capacities - Timber C24 [kN] | |||||
Top part | Bottom part | R1.k | R2.k | |||
CNA4.0x50 | CSA5.0x50 | CNA4.0x50 | CSA5.0x50 | |||
NPB255 | 11 | 15 | 23.9 | 27.6 | 20.8 | 24 |
- The timber member must be prevented from rotation (by other means)
Product Characteristic Capacities - Timber to Timber - Nailing Pattern 2
References | Product capacities - Timber to timber - Nailing pattern 2 | |||||
---|---|---|---|---|---|---|
Fasteners | Product characteristic capacities - Timber C24 [kN] | |||||
Top part | Bottom part | R1.k | R2.k | |||
CNA4.0x50 | CSA5.0x50 | CNA4.0x50 | CSA5.0x50 | |||
NPB255 | 13 | 15 | 28.3 | 32.6 | 19.4 | 22.3 |
- The timber member must be prevented from rotation (by other means)
Product Characteristic Capacities - Timber to Timber - Nailing Pattern 3
References | Product capacities - Timber to timber - Nailing pattern 3 | ||
---|---|---|---|
Fasteners | Product characteristic capacities - Timber C24 [kN] | ||
Top part | Bottom part | R2.k | |
CSA5.0x50 | |||
NPB255 | 11 | 15 | 20.7 |
- The timber member must be prevented from rotation (by other means)
Product Characteristic Capacities - Timber to Timber - Nailing Pattern 4
References | Product capacities - Timber to timber - Nailing pattern 4 | ||
---|---|---|---|
Fasteners | Product characteristic capacities - Timber C24 [kN] | ||
Top part | Bottom part | R2.k | |
CSA5.0x50 | |||
NPB255 | 17 | 24 | 27.8 |
- The timber member must be prevented from rotation (by other means)
Product Characteristic Capacities - Timber to Timber - Nailing Pattern 5
References | Product capacities - Timber to timber - Nailing pattern 5 | ||
---|---|---|---|
Fasteners | Product characteristic capacities - Timber C24 [kN] | ||
Top part | Bottom part | R2.k | |
CSA5.0x50 | |||
NPB255 | 16 | 23 | 30.6 |
- The timber member must be prevented from rotation (by other means)
Product Characteristic Capacities - Timber to Timber - Nailing Pattern 6
References | Product capacities - Timber to timber - Nailing pattern 6 | ||
---|---|---|---|
Fasteners | Product characteristic capacities - Timber C24 [kN] | ||
Top part | Bottom part | R2.k | |
CSA5.0x50 | |||
NPB255 | 30 | 34 | 44 |
- The timber member must be prevented from rotation (by other means)
Product Characteristic Capacities - Timber to Rigid Support - Nailing Pattern 1
References | Product capacities - Timber to Rigid support - Nailing pattern 1 | |||||
---|---|---|---|---|---|---|
Fasteners | Product characteristic capacities - Timber C24 [kN] | |||||
Top part | Bottom part | R1.k | R2.k | |||
CNA4.0x50 | CSA5.0x50 | CNA4.0x50 | CSA5.0x50 | |||
NPB255 | 11 | 2 | 23.9 | 27.6 | 22.8 | 26.3 |
- The timber member must be prevented from rotation (by other means)
- The group composed of two anchors shall be checked with shear loads F1 and F2, and a moment applied at the middle between the two anchor is equal to F2*120mm (spacing of anchors:160 mm)
Product Characteristic Capacities - Timber to Rigid Support - Nailing Pattern 2
References | Product capacities - Timber to Rigid support - Nailing pattern 2 | |||||
---|---|---|---|---|---|---|
Fasteners | Product characteristic capacities - Timber C24 [kN] | |||||
Top part | Bottom part | R1.k | R2.k | |||
CNA4.0x50 | CSA5.0x50 | CNA4.0x50 | CSA5.0x50 | |||
NPB255 | - | - | - | - | - | - |
- The timber member must be prevented from rotation (by other means)
- The group composed of two anchors shall be checked with shear loads F1 and F2, and a moment applied at the middle between the two anchor is equal to F2*120mm (spacing of anchors:160 mm)
Installation
Installation
Fasteners
CLT Connection:
- CNA annular ring shank nails dia. 4.0 x 50 mm,
- CSA screws dia. 5.0 x 40 mm.
Concrete Connection :
- Mechanical anchor: M12
- Chemical anchor: AT-HP resin + LMAS M12-150/35 threaded rod.
Applications
Nailing pattern
Nailing pattern
npb-nail-pattern-1-2.pdf
(149.05 KB)
Certification
Declaration of Performance (DoP)
it-dop-e06-0106-10.pdf
(145.95 KB)
it-dop-e06-0106-issue-8.pdf
(98.3 KB)
it-dop-e06-0106-issue-7.pdf
(101.8 KB)
it-dop-e06-0106-issue-6.pdf
(42.44 KB)
it-dop-e06-0106-issue-5.pdf
(27.91 KB)
162d98bc9ac5a9766c8d7ba59b54de21961b969d.pdf
(24.76 KB)
it-dop-e06-0106-issue-3.pdf
(34.84 KB)
it-dop-e06-0106-issue-2.pdf
(34.71 KB)
it-dop-e06-0106-issue-1.pdf
(32.43 KB)
uk-dop-e06-0106-10.pdf
(139.61 KB)
uk-dop-e06-0106-issue-9.pdf
(99.15 KB)
uk-dop-e06-0106-issue-8.pdf
(99.04 KB)
uk-dop-e06-0106-issue-7.pdf
(99.61 KB)
uk-dop-e06-0106-issue-6.pdf
(42.29 KB)
uk-dop-e06-0106-issue-5.pdf
(27.77 KB)
b3e3ef5e5492847232064e535a060b5bad7c05f4.pdf
(34.53 KB)
df170b9bc1e51f91e61521449f22ab2e0dd9d847.pdf
(34.35 KB)
European Technical Assessment (ETA)
eta-06-0106-2021-04-09.pdf
(11.66 MB)
eta-06-0106-2020-01-29-cor1.pdf
(13.43 MB)
eta-06-0106.pdf
(13.43 MB)
eta-060106-sst-ab-r10-2018-issued.pdf
(10.1 MB)
eta-060106-sst-ab-v8-2016.pdf
(9.59 MB)