Glulam Supplement

Glulam

Timber

Connectors

The following information refers

to connectors suitable for use in

Glulam timber construction.

C-GLULAM-0711

2

Contents

Page 3

About Glulam

Page 4

Anchor Bolts and Resins

Page 5

Heavy Duty Post Bases

Page 6

Aluminium Shear Rings

Page 7-14

Concealed Beam Hangers

Page 15-18

Face Fix Hangers

Page 19

Fastenings

Page 20-21

Bespoke Connectors

Page 22-23

Made to Connector Order Forms

Pièces hors standard Simpson Strong-Tie®_{Pièces hors standard}

113 Catalogu eD /G-F2 010 © SIMPSON Str ong-T ie ®

15

www.strongtie.eu Pièces spéciales

Outre la gamme la plus large du marché, nos ressources techniques et nos capacités de fabrication nous permettent de répondre aux demandes de pièces hors standard. Sur la base d’un plan fourni par vos soins, nous fabriquons votre connexion bois sur mesure.

FABRICATION SPECIALE SUR PLAN • Aciers S235JR, Inox 304L ou Inox 316L

• Epaisseur et diamètre des perçages sur demande

• Pliage manuel ou numérique

• Soudure manuelle TIG/MIG ou robot pour grande séries • Finitions au choix : galvanisation,

électrozingage, bichromatage, époxy, antirouille

About Glulam

Glulam Connectors

Sustainable, Durable, Beautiful

With the Construction Industry becoming ever more conscious of

environmental issues, companies are taking a fresh look at building

structures and carbon emissions. As a more sustainable material than

steel, Glulam contributes to this goal.

Glulam timbers are being used where steel beams and columns would

have been employed in buildings such as schools, supermarkets and large

commercial buildings.

Simpson Strong-Tie

®

_{have designed a range of connectors to help build}

Glulam structures safely and economically, by standardising the products

and obtaining CE approval where possible.

The following pages give technical information on the

connectors, including sizes and load capacities,

making life easier for designers and specifiers alike.

For technical queries

please contact:

Telephone: +44(0)1827 255600

Fax:

+44(0)1827 255629

Email:

[email protected]

For sales enquiries contact our

Engineered Timber Division:

Telephone: +44(0)1827 255604

Fax:

+44(0)1827 255616

Superplus/Liebig Anchor/BOAX/AT-HP/LMAS

Shown below are the Heavy Duty Anchor Bolts and Concrete Resin products which are suitable for

use in Glulam Timber applications:

Anchor Bolts & Concrete Resins

1. Loads are based on Non-Cracked concrete (C20/25 - C50/60).

2. For further information please refer to Simpson Strong-Tie® _{Liebig Technical Manual.} 3. “Re-bar” drill bits are available on request.

4. Design calculations for all anchors are available on request. Super Plus BLS Zinc Coated Under-cut Anchor Super Plus BLS Stainless Steel Under-cut Anchor AS Anchor Stainless Steel Anchor with hex head screw and domed washer

AB Anchor Stainless Steel Anchor with hex nut, domed washer and threaded stud.

BOAX Throughbolt with hex nut and washer.

LMAS Threaded Stud with hex nut and washer.

Chemical Anchors A range of styrene free and pure epoxy resins.

Range

Material

Approval

Thread

_Size

Drill Hole

Ø

(mm)

Permissable Load Range Tension Shear

Superplus

BLS

Grade 8.8 Carbon Steel

Zinc Plated ETA-01/0011(Option 1)

M18 14 6.1 -10.8 6.1 - 23.7 M12 20 17.2 - 28.4 34.4 - 40.0 M16 25 44.1 - 53.0 67.4

A4-80 Stainless Steel ETA-05/0013 (Option 1) M8 14 6..1 - 13.1 6.1 - 24.0 M12 20 17.2 - 30.1 34.4 - 48.5 M16 25 44.1 - 56.1 88.2 - 90.7

Liebig

Anchor

Grade 8.8 Carbon Steel Zinc Plated ETA-06/0123 (Option 1) M10 15 9.5 - 14.8 22.3 M12 20 17.1 - 26.6 34.3 M16 25 24.0 - 37.2 48.0 - 54.9

A4-80 Stainless Steel (Type AB) A4-70 Stainless Steel (Type AS)

M10 15 7.1 - 11.0 7.1 - 11.0 M12 20 10.7 - 15.8 24.6 - 28.9 M16 25 16.0 - 23.7 40.0 - 49.5

BOAX

Carbon Steel Zinc Plated ETA-08/0276 (Option 1) M10 10 6.3 - 8.1 8.7 M12 12 7.9 - 10.1 11.0 M16 16 16.7 - 21.4 21.0

A4 Stainless Steel ETA-08/0276 (Option 1)

M10 10 6.3 - 8.1 8.7 M12 12 7.9 - 10.1 11.0 M16 16 16.7 - 21.4 21.0

AT-HP/LMAS

Grade 5.8 Carbon Steel Zinc Plated ETA-09/013 (Option 7) M12 14 24.8 - 29.3 23.4 M16 18 26.9 - 31.8 36.6 M20 24 39.7 - 46.8 52.6

A4-70 Stainless Steel ETA Pending

M12 14 24.8 25.2 M16 18 26.9 39.4 M20 24 39.7 56.8

PBH and PISBMAXI

Heavy duty elevated post bases to suit various sizes of timber and Glulam post. Non-standard

sizes to order. Dowels are supplied with the Post Base.

Model Number

Dimensions (mm)

Lower Plate Top Plate

Flitch Plate

Height

W

2

B

2

W

1

B

1

F

v

F

h

PBH75 100 160 75 75 110 45 200

PBH120 155 155 120 120 110 90 200

PISBMAXIG-B 200 200 120 120 105 90 118

1. Non-standard sizes are available to order. 2. Dowels are supplied with the post base.

Type

Fasteners

Base

Post

Qty

Type

Ø (mm)

Qty Type

_{Ø (mm)}

PBH75 2 Bolt 12 2 Dowel 8

PBH120 4 Bolt 12 4 Dowel 8

PISBMAXIG-B _{4 Bolt 16 2 Dowel 12}

Dimensions

Fastenings

Material:

• 8mm mild steel plate fin, top plate and bottom

plate.

• 42mm diameter mild steel tube.

• Post bases allow for a rigid fixing of the post to

the ground whilst protecting the end timber from

moisture.

• Post bases are fully hot dipped galvanised.

• Post to foundation connectors made to

customer’s design.

Fv W1 B1 W2 B2 H Fh

Glulam Connectors

Heavy Duty Post Bases

▼ ▼ F1 F2 ▼ F3 ▼ F4

Model Number

Characteristic Loads (kN)

Download (F1) Uplift (F2) Lateral (F3) Lateral (F4) Timber Steel Timber Steel Timber Steel Timber Steel

PBH75 170 109 7.8 8.6 5.3 3.9 5.3 3.8

PBH120 219 109 20.7 22.8 7.7 3.9 7.6 3.8

PISBMAXIG-B 272.2 256.9 42.1 - 27.5 14.1 12.3

-Performance Data

Aluminium Alloy Shear Ring

Type A1 Shear Rings are designed to provide enhanced performance in timber and to improve the

load recovery of the bolt.

Shear Rings

Type

of

Ring

Dimension of Rings (mm)

Dimension of Bolts (mm)

Outside Ø

Height

Thickness

Radius

Bolt Ø

Washer

d

c

h

c t r

_{Ø or side}

Thickness

A1 A1-65-B 65 30 5 50 12 36 3.6 A1-80-B 80 30 6 50 12 36 3.6 A1-95-B 95 30 6 60 12 36 3.6 A1-126-B 126 30 6 60 12 36 3.6 A1-128-B 128 45 8 60 12 36 3.6 A1-190-B 190 45 10 60 20 60 6

Type

of

Ring

Definition of Assembly Characteristic Values

Timber Distances (mm) Resistance capacity for one assembly using a type A1 ring

Class

(kg/m3) Thickness(mm) Minimum According to EN 13271

C24 t1 t2 a1 a2 a3,c a3,t a4,c a4,t de 0º ≤α <30º de 30º ≤α <60º de 60º ≤α <90º A1 A1-65-B 350 130 195 130 78 130 97.5 39 52 13.4 15.0 13.4 A1-80-B 350 160 240 160 96 160 120 48 64 18.3 20.4 18.2 A1-95-B 350 190 285 190 114 190 142.5 57 76 23.7 26.3 23.2 A1-126-B 350 252 378 252 151 252 189 75.6 100.8 36.1 39.7 34.7 A1-128-B 350 256 384 256 154 256 192 76.8 102.4 27.7 30.4 26.6 A1-190-B 350 380 570 380 228 380 285 114 152 50.0 53.8 46.1

t1: Thickness of the side piece of timber

t2: Thickness of the central piece of timber

a1: Horizontal centre-to-centre distance

a2: Vertical centre-to-centre distance between ring

Shear Ring

Shear Ring Installation

The assembly of the rings needs a specific arbor/drill to make a circular imprint of the ring. The connection is complete once all fasteners are tightened accordingly. Each bolt requires 2 washers, one on either side of the timbers, please see the minimum dimensions in the table below.

Distances to the Side

c

dc

dc-t

Ring Specification

a3,c: Distance to the non-loaded extremity

a3,t: Distance to the loaded extremity

a4,c: Distance to the non-loaded side

a4,1: Distance to the loaded side

Design Assumptions

t1 and t2 refer to EN 13271 as : t1≥2,25he and t2≥3,75he

with he=height of penetration of the ring (in this case he=hc/2)’ Values given in the table follows the assumption : t1=max(2,25*he;63mm) and t2=max(3,75*he;63mm) where 63 mm is the size of the solid timber

CBH

The CBH hanger is a development of the TU range. It allows for concealed timber to timber

connections and can be face fixed or pocketed on to the header timber.

Model No. Minimum Joist Height Connector Dimensions Fasteners Characteristic Capacity (kN) Dowel Embedment Length (mm)

W H B Header Nails Joist Dowels 60 80 100 120 140 160

Qty Type Qty Ø

Standard Installation (Slope = 0°)

CBH150 190 60 150 113.5 14 4.0 X 60 5 10 17.96 18.63 20.65 22.40 24.00 24.00 CBH180 220 60 180 113.5 16 4.0 X 60 6 10 24.98 26.45 29.54 32.07 32.63 32.63 CBH220 250 60 220 113.5 22 4.0 X 60 7 10 32.61 34.24 37.90 41.11 42.83 42.83 Slope = 15° CBH150 190 60 150 113.5 14 4.0 X 60 5 10 17.31 17.86 19.63 21.22 22.90 23.26 CBH180 220 60 180 113.5 16 4.0 X 60 6 10 23.97 25.22 28.03 30.47 31.76 31.76 CBH220 250 60 220 113.5 22 4.0 X 60 7 10 31.36 32.71 35.95 38.91 41.58 41.58 Slope = 30° CBH150 190 60 150 113.5 14 4.0 X 60 5 10 16.73 17.16 18.68 20.08 21.59 22.49 CBH180 220 60 180 113.5 16 4.0 X 60 6 10 23.08 24.12 26.58 28.82 30.81 30.81 CBH220 250 60 220 113.5 22 4.0 X 60 7 10 30.38 31.49 34.30 36.96 39.72 40.37 Slope = 45° CBH150 190 60 510 113.5 14 4.0 X 60 5 10 16.35 16.71 18.03 19.28 20.64 21.91 CBH180 220 60 180 113.5 16 4.0 X 60 6 10 22.50 23.39 25.59 27.64 29.74 30.07 CBH220 250 60 22 113.5 22 4.0 X 60 7 10 29.84 30.80 33.32 35.73 38.28 39.52

1. 4.0 x 60 refers to CNA 4,0 x 60 Annular Ring Shank Nail

W W W H H H B B B W W W H H H B B B W W W H H H B B B CBH150 CBH180 CBH220

Glulam Connectors

Concealed Beam Connectors

Material: 2.5mm Pre-Galvanised Steel

Order nails and dowels separately.

B

H H

H

B

8

Model No. Minimum Joist Height Connector Dimensions Fasteners Characteristic Capacity (kN) Dowel Embedment Length (mm)

W H B Header Nail Joist Dowels 60 80 100 120 140 160

Qty Type Qty Ø

Standard Installation (Slope = 0° and Skew = 0°)

BTALU90-B 142 62 86 103 16 4.0 x 60 4 8 10.30 11.30 12.4 13.20 13.20 13.20 BTALU120-B 172 62 116 103 24 4.0 x 60 3 12 18.10 18.70 19.80 21.20 22.70 24.30 BTALU160-B 212 62 156 103 32 4.0 x 60 4 12 29.80 30.70 23.30 34.40 36.80 39.30 BTALU200-B 252 62 196 103 40 4.0 x 60 5 12 42.70 43.80 46.00 48.90 52.20 55.60 BTALU240-B 292 62 236 103 48 4.0 x 60 6 12 56.00 57.30 60.20 63.90 68.20 72.60 Slope = 15° BTALU90-B 142 62 86 103 16 4.0 x 60 4 8 10.30 11.30 12.40 13.20 13.20 13.20 BTALU120-B 172 62 116 103 24 4.0 x 60 3 12 17.50 18.00 18.90 20.10 21.40 22.90 BTALU160-B 212 62 156 103 32 4.0 x 60 4 12 28.90 29.50 30.90 32.70 34.70 36.90 BTALU200-B 252 62 196 103 40 4.0 x 60 5 12 41.50 42.30 44.10 46.60 49.40 52.40 BTALU240-B 292 62 236 103 48 4.0 x 60 6 12 54.00 55.70 58.10 61.20 64.90 68.80 Slope = 30° BTALU90-B 142 62 86 103 16 4.0 x 60 4 8 10.30 11.30 12.40 13.20 13.20 13.20 BTALU120-B 172 62 116 103 24 4.0 x 60 3 12 17.00 17.30 18.10 19.10 20.30 21.50 BTALU160-B 212 62 156 103 32 4.0 x 60 4 12 28.00 28.70 29.90 31.40 33.20 35.10 BTALU200-B 252 62 196 103 40 4.0 x 60 5 12 40.30 41.50 43.10 45.20 47.60 50.30 BTALU240-B 292 62 236 103 48 4.0 x 60 6 12 53.40 55.20 57.20 60.00 63.20 66.60 Slope = 45° BTALU90-B 142 62 86 103 16 4.0 x 60 4 8 10.30 11.30 12.40 13.20 13.20 13.20 BTALU120-B 172 62 116 103 24 4.0 x 60 3 12 16.50 17.00 17.60 18.50 19.50 20.70 BTALU160-B 212 62 156 103 32 4.0 x 60 4 12 27.50 28.40 29.40 30.80 32.40 34.10 BTALU200-B 252 62 196 103 40 4.0 x 60 5 12 40.30 41.50 42.90 44.80 47.00 49.40 BTALU240-B 292 62 236 103 48 4.0 x 60 6 12 54.10 55.50 57.50 60.00 63.00 66.10

BTALU Concealed Beam Hanger

Concealed Beam Connectors

1. 4.0 x 60 refers to CNA 4,0 x 60 Annular Ring Shank Nail

Concealed Beam Connectors

The BTALU concealed hanger is one solution to connecting timber members together

without seeing the connector.

B H W BTALU Installation BTALU Installed

See opposite

for dowel hole

positions.

It is designed to be fixed to the header timber and then fully inserted into a slot in the in-coming beam, and held in place with dowels. Holes are drilled through the timber and fin of the BTALU, allowing accurate alignment. This method provides an aesthectically pleasing connection for feature beams.

Material: 6mm Aluminium Order nails separately.

Glulam Connectors

Concealed Beam Connectors

Glulam Connectors

Concealed Beam Connectors

BTALU Hole Positions

The diagrams to the right show recommended hole positions, to be drilled in situ, using a suitable drill bit or self tapping dowel pin.

6

Concealed Beam Connectors

Concealed Beam Connectors

10

ATF Concealed Beam Hanger

The ATF hanger is a concealed timber to timber hanger which allows for a strong connection

between the two timbers without the hanger being seen.

Model No. Minimum Joist Height Connector

Dimensions Fasteners CharacteristicCapacity (kN)

W H Header Nails Joist Screws Download

Qty Type Qty Type

Standard Installation (Slope = 0° and Skew = 0°)

ATF55/110-B 140 55 110 8 4.0 X 60 11 9555000 5.5

ATF55/150-B 180 55 150 11 4.0 X 60 15 9555000 7.5

ATF55/190-B 220 55 190 14 4.0 X 60 21 9555000 10.5

ATF75/150-B 180 75 150 17 4.0 X 60 22 9555000 11.0

ATF75/190-B 220 75 190 21 4.0 X 60 28 9555000 14.0

1. 4.0 x 60 refers to CNA 4,0 x 60 Annular Ring Shank Nail

2. 9555000 refers to CSA 5,0 x 50 Connector Screw with a reduced head height

The first part of the connector is fixed into a pocket on the header timber with nails and the second part is fitted

on the end of the in-coming beam with screws. No slots or dowel holes are necessary, speeding up production.

Material: 5mm Pre-Galvanised Steel

Order nails and screws separately.

W H

Model

No.

Minimum

Joist

Height

Connector

Dimensions

Fasteners

Characteristic

Capacity (kN)

W

H

Header Nails

Joist Screws

Download

Qty

Type

Qty

Type

Standard Installation (Slope = 0° and Skew = 0°)

ETB90-B 115 60 92 6 4.0 x 60 4 5.0 x 80 13.0

ETB120-B 150 60 123 9 4.0 x 60 6 5.0 x 80 18.7

ETB160-B 185 60 168 11 4.0 x 60 8 5.0 x 80 24.2

ETB190-B 220 75 197 19 4.0 x 60 11 5.0 x 80 32.2

ETB230-B 255 75 232 19 4.0 x 60 14 5.0 x 80 40.0

ETB Concealed Beam Hanger

The ETB concealed connector comes in two parts. The first is pocketed in the header timber and

fixed with nails, while the second part is fitted to the end of the beam with screws.

1. 4.0 x 60 refers to CNA 4,0 x 60 Annular Ring Shank Nails 2. 5.0 x 80 refers to SCRB/95580 Spax Screw

SI M PS O N St rong -T ie ® SIM PS O N St ro ng-T ie ® SIM PS O N St rong -T ie ® SI MPS O N St ro ng-T ie ®

W

H

10 mm

Material: Joist Plate: 10mm Aluminium. Header Plate: 6mm Aluminium

Order nails and screws separately.

Header

Joist

Glulam Connectors

TU Concealed Beam Hanger

This 3.5mm thick galvanised steel, load rated hanger provides an aesthetically attractive

connection for exposed beams. Mild steel dowels and screws are included.

Concealed Beam Hangers

TU20 (other sizes similar) U.S. Patent 5,062,733 INSTALLATION:

• Dowels aligned across the grain may cause splitting if the wood shrinks excessively. Use only in glulam, composite timber or well dried timber. Verify that the header can take the required fasteners specified in the table.

• Attach to the supporting beam with 5.0 x 40mm screws (supplied). • Specify dowel length and TU size to fit the application.

• Preparation of carried beam is best done off-site with cutting and boring tools. • Holes in beam should be same diameter as dowel to ensure tight fit.

• Centre the TU within height of carried beam. • Centre dowels within the width of the carried member

• For a sloped installation the TU hanger remains as standard and the timber is cut and angled to suit the slope.

• Recommended for internal dry environments (service class 1 & 2)

OPTIONS: Contact Simpson Strong-Tie for details of special installation tools. • The standard install will leave a 5mm gap between carried and supporting beams. • Pocket installation gives a fully concealed connection. See next page.

• Skewed installation up to 60°. Sloped installation maximum 45°. • Options: Skewed TU available. To be factory ordered.

• Additional screws are available to order.

Model No. Minimum Joist Height Connector Dimensions Fasteners Characteristic Capacity (kN) Dowel Embedment Length (mm)

W H B Header Screw Joist Dowels 60 80 100 120

Qty Type Qty Ø

Standard Installation (Slope = 0° and Skew = 0°)

TU12 120 40 96 101 6 5.0 X 40 4 8 7.8 8.4 9.1 9.5 TU16 160 60 134 108 18 5.0 X 40 3 12 19.0 19.4 20.1 21.1 TU20 200 60 174 108 22 5.0 X 40 4 12 27.5 28.0 29.0 30.4 TU24 240 60 214 108 26 5.0 X 40 5 12 36.1 36.7 38.0 39.7 TU28 280 60 254 108 30 5.0 X 40 6 12 44.7 45.4 47.0 48.9

Skewed Installation (Slope = 0° and Skew = 60°)

TU12 120 40 96 101 6 5.0 X 40 4 8 6.7 7.3 8.0 8.4 TU16 160 60 134 108 18 5.0 X 40 3 12 15.6 16.0 16.7 17.5 TU20 200 60 174 108 22 5.0 X 40 4 12 23.5 24.0 25.0 26.3 TU24 240 60 214 108 26 5.0 X 40 5 12 31.9 32.6 34.0 35.8 TU28 280 60 254 108 30 5.0 X 40 6 12 40.7 41.6 43.4 45.6

Sloped Installation (Slope = 45° and Skew = 0°)

TU12 160 40 96 101 6 5.0 X 40 4 8 7.8 8.4 9.1 9.5 TU16 190 60 134 108 18 5.0 X 40 3 12 18.1 18.5 19.0 19.6 TU20 225 60 174 108 22 5.0 X 40 4 12 26.3 26.9 27.6 28.5 TU24 260 60 214 108 26 5.0 X 40 5 12 34.8 25.6 36.4 37.6 TU28 295 60 254 108 30 5.0 X 40 6 12 43.3 44.2 45.3 46.7

Skewed and Sloped Installation (Slope = 45° and Skew = 60°)

TU12 160 40 96 101 6 5.0 X 40 4 8 6.5 6.9 7.3 7.9 TU16 190 60 134 108 18 5.0 X 40 3 12 16.3 16.6 17.0 17.5 TU20 225 60 174 108 22 5.0 X 40 4 12 24.3 24.8 25.4 26.1 TU24 260 60 214 108 26 5.0 X 40 5 12 32.9 33.6 34.4 35.5 TU28 295 60 254 108 30 5.0 X 40 6 12 42.0 42.9 43.9 45.3

Concealed Beam Connectors

1. 5.0 x 40 refers to CSA 5,0 x 40 Connector Screw

Material: 3.5mm Pre-Galvanised Mild Steel. Dowels: Mild Steel Electroplated Zinc coating.

Skew Angle

Beam-to-Post Beam-to-Beam Skewed

Beam-to-Beam

Sloped

Beam-to-Beam Beam-to-BeamSloped

INSTALLATION PROCEDURE FOR A TU CONCEALED CONNECTOR: ATTACH CONNECTOR TO HEADER

• Position the connector at the pre determined height and screw the connector to the header or post. • Fill all holes with screws supplied.

PREPARE THE BEAM

• Cut the beam to the length specified.

• Cut a slot into the end of the beam. Slot width for TU12 is 6mm and 9mm for all others.

• Cut the slot 3mm deeper than the TU and short of the beam height for concealed connector. This allows the connector to be hidden from below. Otherwise cut the slot 3mm deeper than the TU and through the entire beam height.

• Fully Concealed Only: Rout a pocket into the beam end. The pocket should be 6mm deep. Enough to hide the thickness of the TU and the screw heads. This eliminates the gap between the beam & header (see Pocket Installation Illustration). DRILL BEAM DOWEL HOLES

• Position drill guide to provide the proper dowel end distance & height. Clamp in place (Drill guide available from Simpson Strong-Tie).

• Drill the dowel holes to the required diameter. Dowel hole diameter for the TU12 is 8mm and 12mm for all others. INSTALL BEAMS

• Install top dowel into the carried beam first. Slip beam into place and install the remaining dowels working from the top downwards.

• Fully Concealed Only: To hide exposed dowel holes when the installation is complete, glue and plug the holes.

POCKET (CONCEALED)

TU12

STANDARD INSTALLATION

Glulam Connectors

14

TU Supporting Timber Rotated About Axis

Concealed Beam Hangers

Concealed Beam Connectors

The TU connectors can be used to support timbers rotated about their axis - e.g. purlins.

Hanger Model No. Minimum Joist Height (mm)

Characteristic Lateral Capacity (kN) Dowel Embedment Length (mm)

60 80 100 120 TU12 120 1.5 2.0 2.5 3.0 TU16 160 2.0 2.6 3.3 4.0 TU20 200 2.7 3.5 4.4 5.1 TU24 240 3.4 4.4 5.3 6.4 TU28 280 4.3 5.3 6.4 7.7

1. Values are based on C24 timber grade.

2. Lateral Loads can only be applied to connections with no slope or skew.

3. The following design check must be completed if combined loads are applied at the same time.

≤ 1

F

₁

_,d

2

R

₁

_,d

F

₂

_,d

2

R

₂

_,d

F

₃

_,d

2

R

₃

_,d

(

)

+

(

)

+

(

)

Applied Load



1. 3.75 x 30mm square twist nails available on request.

Timber Section

Model No.

Dimensions (mm) Number of Fasteners

(3.75 X 30mm) Characteristic Capacity (kN) W H B

W H Header Joist Download Uplift

65 180 SAE380/66/2 66 157 84 22 12 8.8 7.7 225 SAE500/66/2 66 218 84 34 18 17.2 14.5 270 SAE500/66/2 66 218 84 34 18 17.2 14.5 315 SAE500/66/2 66 218 84 34 18 17.2 14.5 90 225 SAE500/91/2 91 205 84 34 18 17.2 14.5 270 SAE500/91/2 91 205 84 34 18 17.2 14.5 315 SAE500/91/2 91 205 84 34 18 17.2 14.5 360 SAE590/91/2 91 265 75 40 22 20.8 18.0 405 SAE590/91/2 91 265 75 40 25 20.8 18.0 115 315 SAE620/116/2 116 252 75 40 22 20.8 18.0 360 SAE620/116/2 116 252 75 40 22 20.8 18.0 405 SAE620/116/2 116 252 75 40 22 20.8 18.0

Glulam Connectors

Concealed Beam Hangers

Glulam Connectors

Face Fix Hangers

SAE Heavy Duty Face Fix Hanger

The SAE is a heavy duty hanger designed for face fix applications which require additional strength.

• SAE hangers have bolt holes for 12mm fasteners into the face.

• SAE Timber Bolted capacity to be determined according to the relevant standards. • The hanger depth is to be at least 60% of the carried member depth to prevent

rotation, unless additional lateral restraint is added to the top of the carried member.

INSTALLATION:

• Use all specified fasteners. Verify that the header can take the required fasteners specified in the table.

• SAE hangers should be installed by filling all round holes with the specified fasteners.

OPTIONS:

• Other widths of the SAE hangers are available to order.

• Slope and skew options available as a special SAE hanger without bolt holes. • Skews right or left maximum 67.5° and slopes up or down maximum 45°. • Hangers with skews greater than 15° will have all joist nailing on the outside angle. • Contact Simpson Strong-Tie® _{technical department for information regarding}

sloped and skewed options.

40

Material: 2mm Pre-Galvanised Mild Steel.

Timber Section

Model No.

Dimensions (mm) Number of Fasteners

(3.75 X 30mm) Characteristic Capacity (kN) W H B

W H Header Joist Download Uplift

90 225 SAI500/91/2 91 205 84 28 18 16.80 14.3 270 SAI500/91/2 91 205 84 28 18 16.80 14.3 315 SAI500/91/2 91 205 84 28 18 16.80 14.3 360 SAI620/91/2 91 265 75 40 22 20.80 18.0 405 SAI620/91/2 91 265 75 40 22 20.80 18.0 115 315 SAI620/116/2 116 252 75 40 22 20.80 18.0 360 SAI620/116/2 116 252 75 40 22 20.80 18.0 405 SAI620/116/2 116 252 75 40 22 20.80 18.0

Concealed Beam Hangers

Face Fix Hangers

SAI Heavy Duty Face Fix Hanger

The SAI is a heavy duty hanger designed for face fix applications

which require additional strength.

The hanger depth is to be at least 60% of the carried member depth to prevent rotation, unless additional lateral restraint is added to the top of the carried member.

Material: 2mm Pre-Galvanised Mild Steel.

INSTALLATION:

• Use all specified fasteners. Verify that the header can take the required fasteners specified in the table.

• SAI hangers can be installed by filling all round holes with the specified fasteners.

H

B

W

1. 3.75 x 30mm square twist nails available on request.

Timber Section

Model No.

Dimensions (mm) Number of Fasteners

(3.75 X 30mm) Characteristic Capacity (kN) W H B

W H Header Joist Download Uplift

90 225 SAI500/91/2 91 205 84 28 18 16.80 14.3 270 SAI500/91/2 91 205 84 28 18 16.80 14.3 315 SAI500/91/2 91 205 84 28 18 16.80 14.3 360 SAI620/91/2 91 265 75 40 22 20.80 18.0 405 SAI620/91/2 91 265 75 40 22 20.80 18.0 115 315 SAI620/116/2 116 252 75 40 22 20.80 18.0 360 SAI620/116/2 116 252 75 40 22 20.80 18.0 405 SAI620/116/2 116 252 75 40 22 20.80 18.0

Glulam Connectors

Face Fix Hangers

SDE Width Adjustable Face Fix Hanger

The two separate components that make up the SDE system can be adjusted suit a range of joist

widths between 60mm to 120mm. Each SDE is supplied as a pair.

W B H Timber Section Model No.

Dimensions (mm) Number of Fasteners

(3.75 X 30mm) Characteristic Capacity (kN) W H B

W H Header Joist Download Uplift

65 180 SDE380/30 30 160 84 22 16 11.5 6.3 225 SDE440/30 30 190 84 28 20 14.3 9.4 270 SDE440/30 30 190 84 28 20 14.3 9.4 315 SDE440/30 30 190 84 28 20 14.3 9.4 90 225 SDE440/30 30 190 84 28 20 14.3 9.4 270 SDE440/30 30 190 84 28 20 14.3 9.4 315 SDE440/30 30 190 84 28 20 14.3 9.4 115 315 SDE440/30 30 190 84 28 20 14.3 9.4 SDE SPECIFICATION

The hanger depth is to be at least 60% of the carried member depth to prevent rotation, unless additional lateral restraint is added at the top of the carried member.

MATERIAL:

• 2mm pre-galvanised mild steel. INSTALLATION:

• Use all fasteners as specified in the table below. Check that the header can accomodate the fasteners specified. Each SDE piece must also

be nailed through the holes underneath.

18

HGUS Heavy Duty Face Fix Hanger

Timber Section Model No. Dimensions (mm) Number of Fasteners (4.0 x 100mm nails) Characterisitc Capacity (kN) W H B

W H Header Joist Down Up

90 225 HGUS48N 92 180 100 36 10 20.47 11.06 270 HGUS48N 92 180 100 36 10 20.47 11.06 315 HGUS412N 92 265 100 56 20 33.80 22.11 360 HGUS412N 92 265 100 56 20 33.80 22.11 405 HGUS412N 92 265 100 56 20 33.80 22.11 115 315 HGUS265/115N 115 265 100 56 20 33.80 22.11 360 HGUS265/115N 115 265 100 56 20 33.80 22.11 405 HGUS265/115N 115 265 100 56 20 33.80 22.11 140 360 HGUS5.50/14N 140 316 100 66 22 43.90 24.32 405 HGUS5.50/14N 140 316 100 66 22 43.90 24.32 450 HGUS5.50/14N 140 316 100 66 22 43.90 24.32 495 HGUS5.50/14N 140 316 100 66 22 43.90 24.32

HGUS is a one piece joist hanger for supporting solid composite

beams from timber members.

Concealed Beam Hangers

Face Fix Hangers

W

100 67

H

Double shear nailing allows distribution of the carried member’s load through two points on each nail for greater strength.

MATERIAL:

2.5mm pre-galvanised mild steel. INSTALLATION:

Use all specified fasteners. Verify that the header can take the required fasteners specified in the table. 100mm nails must be driven at 45° into joist dome or pan nails holes, through carrying member and into the carried member to achieve the table loads. The required nails are supplied with the hanger.

HGUS is a one piece joist hanger for supporting solid composite

beams from timber members.

B

HGUS is a one piece joist hanger for supporting solid composite

Glulam Connectors

Fastenings

Bolts

Grade 8.8 in accordance with EN ISO 4014 or EN ISO 4017

Item Code Diameter (mm) _{Length (mm)}Overall M12/80 12 80 M12/100 100 M12/120 120 M12/140 140 M12/160 160 M12/180 180 M12/200 200 M12/220 220 M12/240 240 M12/250 250 M16/120 16 120 M16/140 140 M16/160 160 M16/180 180 M16/200 200 M16/220 220 M16/240 240 M16/250 250 M20/120 20 120 M20/140 140 M20/160 160 M20/180 180 M20/200 200 M20/220 220 M20/240 240 M20/250 250

Dowels

In accordance with EN14592:2009

Item Code Diameter (mm) _{Length (mm)}Overall STD8X60-B 8 60 STD8X80-B 60 STD8X100-B 100 STD8X120-B 120 STD10X60-B 10 60 STD10X80-B 80 STD10X100-B 100 STD10X120-B 120 STD10X140-B 140 STD12X60-B 12 60 STD12X80-B 80 STD12X100-B 100 STD12X120-B 120 STD12X140-B 140 STD12X160-B 160 STD12X180-B 180 STD12X200-B 200 STD16X120-B 16 120 STD16X140-B 140 STD16X160-B 160 STD16X180-B 180 STD16X200-B 200 STD20X120-B 20 120 STD20X140-B 140 STD20X160-B 160 STD20X180-B 180 STD20X200-B 200

Hex Nuts

Grade 8 in accordance with EN ISO 4032 or EN ISO 780

Item Code Description Material M12 NUT Hex Nut: M12

Mild Steel M16 NUT Hex Nut: M16

M20 NUT Hex Nut: M20

Washers

In accordance with EN1995-1-1

Item Code _{Diameter (mm)}Outside _{Diameter (mm)}Inside Thickness _(mm)

WASHER36/13/3.6 36 13 3.6

WASHER48/17/4.8 48 17 4.8

20

Glulam Connectors

Fabrication Service

Bespoke Connectors

Due to the nature of Glulam construction, there are occasions when standard products will not be sufficient. To this

end, Simpson Strong-Tie

®

operates a speedy fabrication service to manufacture connectors for customers which

have either been designed by Architects, Designers and Structural Engineers, or are based on a full design and

manufacturing service provided by Simpson Strong-Tie

®

_{, on provision of dimensional and loading information.}

These items can be as diverse as large heavy duty post bases, moment plates or small, but heavy duty

angle brackets.

Email or Fax:

Fax:

+44(0)1827

255629

Email: [email protected]

Simpson Strong-Tie

®,

_{Winchester Road, Cardinal Point, Tamworth, Staffordshire, B78 3HG}

Visit: www.strongtie.co.uk/fabrication

Pièces hors standard

113 Catalogu eD /G-F 2010 © SIMPSON Str ong-T ie ®

15

www.strongtie.eu Pièces spéciales

Outre la gamme la plus large du marché, nos ressources techniques et nos capacités de fabrication nous

permettent de répondre aux demandes de pièces hors standard. Sur la base d’un plan fourni par vos soins,

nous fabriquons votre connexion bois sur mesure.

FABRICATION SPECIALE SUR PLAN

• Aciers S235JR, Inox 304L ou Inox 316L

• Epaisseur et diamètre des perçages

sur demande

• Pliage manuel ou numérique

• Soudure manuelle TIG/MIG

ou robot pour grande séries

• Finitions au choix : galvanisation,

électrozingage, bichromatage, époxy,

antirouille

Pièces hors standard

113 Catalogu eD /G-F 2010 © SIMPSON Str ong-T ie ®

15

www.strongtie.eu Pièces spéciales

Outre la gamme la plus large du marché, nos ressources techniques et nos capacités de fabrication nous

permettent de répondre aux demandes de pièces hors standard. Sur la base d’un plan fourni par vos soins,

nous fabriquons votre connexion bois sur mesure.

FABRICATION SPECIALE SUR PLAN

• Aciers S235JR, Inox 304L ou Inox 316L

• Epaisseur et diamètre des perçages

sur demande

• Pliage manuel ou numérique

• Soudure manuelle TIG/MIG

ou robot pour grande séries

• Finitions au choix : galvanisation,

électrozingage, bichromatage, époxy,

antirouille

Pièces hors standard

113 Catalogu eD /G-F 2010 © SIMPSON Str ong-T ie ®

15

www.strongtie.eu Pièces spéciales

Outre la gamme la plus large du marché, nos ressources techniques et nos capacités de fabrication nous

permettent de répondre aux demandes de pièces hors standard. Sur la base d’un plan fourni par vos soins,

nous fabriquons votre connexion bois sur mesure.

FABRICATION SPECIALE SUR PLAN

• Aciers S235JR, Inox 304L ou Inox 316L

• Epaisseur et diamètre des perçages

sur demande

• Pliage manuel ou numérique

• Soudure manuelle TIG/MIG

ou robot pour grande séries

• Finitions au choix : galvanisation,

électrozingage, bichromatage, époxy,

antirouille

113

Catalogu eD /G-F2 010 © SIMPSON Str ong-T ie ®

15

www.strongtie.eu

Pièces spéciales

Outre la gamme la plus large du marché, nos ressources techniques et nos capacités de fabrication nous

permettent de répondre aux demandes de pièces hors standard. Sur la base d’un plan fourni par vos soins,

nous fabriquons votre connexion bois sur mesure.

FABRICATION SPECIALE SUR PLAN

• Aciers S235JR, Inox 304L ou Inox 316L

• Epaisseur et diamètre des perçages

sur demande

• Pliage manuel ou numérique

• Soudure manuelle TIG/MIG

ou robot pour grande séries

• Finitions au choix : galvanisation,

électrozingage, bichromatage, époxy,

antirouille

To ensure we quote effectively for our fabrication only service, please provide as much information as possible, including:

•

Drawing (CAD file if available)

•

Material size and specification

•

Tolerances (general tolerance of +/- 1mm will be applied unless otherwise stated)

•

Coating requirement (type and thickness)

•

Quantity

•

Date Required

Connectors manufactured via this service will be accompanied by the standard "Disclaimer".

To ensure we quote effectively for our post base design and fabrication service, we will require some basic dimensional and loading information - see individual products in the following sections for further details. Minimum required information is indicated with *.

Fabricated Knee and Apex Moment Plates

Glulam structures often require moment plates to connect the timbers together, whether it be at the apex of a

roof or at a post/beam intersection ( see drawing above).

Simpson Strong-Tie

®

_{offers a fabrication service to manufacture the plates to the customers requirements, and}

supply the fixings to secure it in place.

Please contact our Technical Department, with the details of the structure to be connected.

Telephone:

+44(0)1827 255600

Fax:

+44(0)1827

255629

Email:

[email protected]

Visit:

www.strongtie.co.uk/glulam

Knee Joint

Apex Joint

See Page 5 & 22/23

Glulam Connectors

22

Name:

Qty Required:

Company Name:

Telephone Number:

Date Required:

Email Address:

Complete and Fax to: 01827 255629

Office Use Only Reference No: Manufacturing Cost: Selling Price:

Width of Timber Post * mm

Depth of Timber Post * mm

Grade of Timber Post *

Load Duration **

Downward Applied Load *

F

1 kN

Upward Applied Load *

F

2 kN

Lateral Applied Load *

F

3 kN

Lateral Applied Load *

F

4 kN

Width 1 of Post

W1

mm

Width 2 of Post

W2

mm

Diameter of Fixing Bolt

_D

mm

Thickness of Flitch Plate

F

t

mm

Width of Flitch Plate

Fh

mm

Height of Flitch Plate

_Fv

mm

Thickness of Base Plate

B

_t

mm

Height to Dowel Holes

_Hh

mm

Distance to First Dowel Hole

Hw

mm

Spacing Between Dowel Holes

_Hs

mm

Diameter of Dowel Holes

_d

mm

Number of Dowel Holes

_N

Grade S250 in accordance with EN10346

Indicate material required. Supplied in

S250 by default.

Grade S275 in accordance with EN10346 Grade S355 in accordance with EN10346

Post bases will zinc coated with a thickness of 55 µm unless otherwise specified. ** Load duration type assumed Long Term for F1 and Short Term for

F2, F3 and F4 unless otherwise stated. Please add "S" for safe working loads or "C" for charateristic loads after the duration figure.

▼

Name:

Qty Required:

Company Name:

Telephone Number:

Date Required:

Email Address:

Special PBH Post Base (Stand Off) Order

Complete and Fax to: 01827 255629

Width of Timber Post * mm

Depth of Timber Post * mm

Grade of Timber Post *

Load Duration**

Downward Applied Load *

F

1 kN

Upward Applied Load *

F

2 kN

Lateral Applied Load *

F

3 kN

Lateral Applied Load *

F

4 kN

Height of Upstand Post *

H

mm

Width of Base Plate

W

2 mm

Breadth of Base Plate

B

2 mm

Thickness of Base Plate

t

1 mm

Width of Top Plate

W

1 mm

Breadth of Top Plate

B

1 mm

Thickness of Top Plate

t

2 mm

Diameter of Fixing Bolt Holes

D

1 mm

Office Use Only Reference No: Manufacturing Cost: Selling Price:

Diameter of Dowel Holes

D

2 mm

Width of Flitch Plate

Fh

mm

Height of Flitch Plate

Fv

mm

Thickness of Flitch Plate

t

3 mm

Section of Upstand Post

P

d mm

Height to Dowel Holes

dv

1 mm

Spacing Between Dowel Holes

dv

2 mm

Dist. Top of Flitch Plate to Dowel Holes

dv

3 mm

Dist. to First Column of Dowel Holes

d

h1 mm

Spacing Between Columns of Dowel Holes

_d

_h2 mm

Please Select The Steel Specification from the list Below:

Grade S250 in accordance with EN10346

Indicate material required. Supplied in

S250 by default.

Grade S275 in accordance with EN10346 Grade S355 in accordance with EN10346

Post bases will zinc coated with a thickness of 55 µm unless otherwise specified.

B1

B2

W1 W2

** Load duration type assumed Long Term for F1 and Short Term for F2, F3 and F4 unless otherwise stated. Please add "S" for safe working loads or "C" for charateristic loads after the duration figure.

Timber

Connectors

For further information and technical

support regarding the Glulam

connector range contact:

Simpson Strong-Tie

Winchester Road

Cardinal Point

Tamworth

Staffordshire

B78 3HG

Telephone

+44(0)1827 255600

Email:

[email protected]

Visit:

www.strongtie.co.uk/glulam

Effective July 2011

C-GLULAM-0711

®