Connectors

Hangers

SBE

Joist hangers external flange

SBE is a joist hanger that provides a load bearing capacity similar to the model with 2 mm thickness. It is the first joist hanger resulting from a study carried out according to Eurocode 5 specifications.

Technical Data Sheet

CE Marking

ETA

external fender

EPD

Electrogalvanized steel 20 µm

Service class 2

SBE_SSTBP_homepage_FR_fr

SBE_SSTBP_homepage_ES_es

SBE_SSTBP_homepage_NL_nl

SBE_SSTBP_homepage_PT_pt

Product Details

Images

Back seat to prevent opening of the joist hangers

Ribs to increase stiffness

"Speed-prong" to help installation

Features

Material

Galvanized steel S250GD + Z275 according to NF EN 10346.
Thickness 1.5 mm.

Advantages

Joist hanger optimized for faster installation (20% less nailing compared to SAE).
Speed prong for easier installation on wood substrate.
Lower thickness without loss of resistance.

Application

Support

Supporting member: solid wood, composite lumber, glued-laminated wood, concrete, steel.
Supported member: solid wood, composite lumber, glued-laminated wood.

Intend Use

Joists, purlins.
Smooth beams and cladding uprights.
Rafter ends.
Refurbishment of existing assemblies, etc.

Technical Data

Product Dimensions

Dimensions

Reference	Connector Dimensions
	Other			Timber size[mm]			Product Dimensions[mm]						Header holes		Joist holes
	Tun / DB nr.	NOB nr.	Weight[kg]	Width[mm]	Height		A[mm]	B[mm]	C[mm]	D[mm]	F[mm]	t[mm]	Round		Round
	Tun / DB nr.	NOB nr.	Weight[kg]	Width[mm]	Min[mm]	Max.[mm]	A[mm]	B[mm]	C[mm]	D[mm]	F[mm]	t[mm]	Ø5[mm]	Ø11[mm]	Ø5[mm]
SBE40/110	5086538	26224352	0.2	40	123	165	40	110	55	30	54	1.5	12	2	8
SBE40/140	5086549	28736114	0.24	40	153	210	40	140	55	30	54	1.5	14	2	10
SBE45/93	5086529	25911793	0.17	45	105	139	45	92.5	55	30	54	1.5	12	2	6
SBE45/108	5086539	26224360	0.2	45	120	162	45	107.5	55	30	54	1.5	12	2	8
SBE45/138	5086550	28755585	0.24	45	150	207	45	137.5	55	30	54	1.5	14	2	10
SBE45/168	5086560	28992535	0.29	45	180	252	45	167.5	55	30	54	1.5	18	4	12
SBE51/90	5086531	26196733	0.17	51	102	135	51	89.5	55	30	54	1.5	12	2	6
SBE51/135	5086552	28902583	0.24	51	147	202	51	134.5	55	30	54	1.5	14	2	10
SBE60/100	5084916	26518449	0.2	60	113	150	60	100	55	30	54	1.5	12	2	8
SBE60/130	5086553	28902591	0.24	60	143	195	60	130	55	30	54	1.5	14	2	10
SBE60/160	-	-	0.29	60	173	240	60	160	55	30	54	1.5	18	4	12
SBE70/125	5086555	28902617	0.24	70	138	188	70	125	55	30	54	1.5	14	2	10
SBE80/120	5068635	28991925	0.24	80	133	180	80	120	55	30	54	1.5	14	2	10
SBE80/150	5086569	28994044	0.29	80	163	225	80	150	55	30	54	1.5	18	4	12
SBE90/145	5086570	28994051	0.29	90	158	218	90	145	55	30	54	1.5	18	4	12
SBE100/140	5068634	28994077	0.29	100	153	210	100	140	55	30	54	1.5	18	4	12

Product Capacities

Dimensions

Reference	Hanger capacity
	Characteristic capacities - Timber to timber - Full nailing
	Number of Fasteners		Product characteristic capacities - Timber C24[kN]
	Header	Joist	R₁,ₖ				R₂,ₖ				R₃,ₖ				R4,k
	Qty	Qty	CNA4.0x35	CNA4,0x40	CNA4,0x50	CNA4,0x60	CNA4.0x35	CNA4,0x40	CNA4,0x50	CNA4,0x60	CNA4.0x35	CNA4,0x40	CNA4,0x50	CNA4,0x60	CNA4.0x35	CNA4,0x40	CNA4,0x50	CNA4,0x60
SBE40/110	12.0	8	11.4	13.2	0	0	5.2	5.2	0	0	5.5	6.3	0	0	4.9	5.8	0	0
SBE40/140	14.0	10	15.9	18.3	0	0	6	6	0	0	6.6	7.6	0	0	6.1	7.3	0	0
SBE45/93	12.0	6	9.2	10.8	0	0	5.2	5.2	0	0	4.7	5.4	0	0	4.9	5.8	0	0
SBE45/108	12.0	8	11	12.8	0	0	5.7	5.7	0	0	5.5	6.3	0	0	4.9	5.8	0	0
SBE45/138	14.0	10	15.6	18	0	0	6.7	6.7	0	0	6.6	7.6	0	0	6.1	7.3	0	0
SBE45/168	18.0	12	22	25	0	0	7.5	7.5	0	0	7.5	8.6	0	0	7.3	8.8	0	0
SBE51/90	12.0	8	8.7	10.2	13.3	0	5.8	5.8	5.8	0	4.7	5.4	6.8	0	4.9	5.8	7.8	0
SBE51/135	14.0	10	15.3	17.6	22.3	0	7.4	7.4	7.4	0	6.6	7.6	9.6	0	6.1	7.3	9.8	0
SBE60/100	12.0	8	9.9	11.6	15	17.8	7.3	7.3	7.3	7.3	5.5	6.3	7.9	9.2	4.9	5.8	7.8	9.8
SBE60/130	14.0	10	14.7	17	21.6	24.9	8.6	8.6	8.6	8.6	6.6	7.6	9.6	11.2	6.1	7.3	9.8	12.3
SBE60/160	18.0	12	21	24.1	30.4	33	9.7	9.7	9.7	9.7	7.5	8.6	11	12.8	7.3	8.8	11.7	14.7
SBE70/125	14.0	10	14	16.3	20.8	24.1	9.8	9.8	9.8	9.8	6.6	7.6	9.6	11.2	6.1	7.3	9.8	12.3
SBE80/120	14.0	10	13.3	15.4	19.8	23.1	10.5	10.9	10.9	10.9	6.6	7.6	9.6	11.2	6.1	7.3	9.8	12.3
SBE80/150	18.0	12	19.6	22.6	28.7	32.9	12.5	12.5	12.5	12.5	7.5	8.6	11	12.8	7.3	8.8	11.7	14.7
SBE90/145	18.0	12	18.9	21.8	27.8	32	13.7	13.7	13.7	13.7	7.5	8.6	11	12.8	7.3	8.8	11.7	14.7
SBE100/140	18.0	12	18.1	20.9	26.8	31	15	15	15	15	7.5	8.6	11	12.8	7.3	8.8	11.7	14.7

A, B and C dimensions are the internal dimensions of the joist hanger.

Product capacities - Timber to timber - Partial nailing

Dimensions

Reference	Hanger capacity
	Characteristic capacities - Timber to timber - Partial nailing -
	Number of Fasteners		Product characteristic capacities - Timber C24[kN]
	Header	Joist	R₁,ₖ				R₂,ₖ				R₃,ₖ				R4,k
	Qty	Qty	CNA4.0x35	CNA4,0x40	CNA4,0x50	CNA4,0x60	CNA4.0x35	CNA4,0x40	CNA4,0x50	CNA4,0x60	CNA4.0x35	CNA4,0x40	CNA4,0x50	CNA4,0x60	CNA4.0x35	CNA4,0x40	CNA4,0x50	CNA4,0x60
SBE40/110	8.0	4.0	8.2	9.4	0	0	5.2	5.2	0	0	2.1	2.3	0	0	4.9	5.8	0	0
SBE40/140	10.0	6.0	11.5	13.1	0	0	6	6	0	0	2.5	2.7	0	0	6.1	7.3	0	0
SBE45/93	8.0	4.0	6.5	7.6	0	0	5.2	5.2	0	0	1.9	2.1	0	0	4.9	5.8	0	0
SBE45/108	8.0	4.0	7.9	9.2	0	0	5.7	5.7	0	0	2.1	2.3	0	0	4.9	5.8	0	0
SBE45/138	10.0	6.0	11.2	12.9	0	0	6.7	6.7	0	0	2.5	2.7	0	0	6.1	7.3	0	0
SBE45/168	12.0	6.0	13.4	14.7	0	0	7.5	7.5	0	0	2.9	3.2	0	0	7.3	8.8	0	0
SBE51/90	8.0	4.0	6.2	7.2	9.4	0	5.7	5.8	5.8	0	1.9	2.1	2.6	0	4.9	5.8	7.5	0
SBE51/135	10.0	6.0	11	12.6	16	0	7.4	7.4	7.4	0	2.5	2.7	3.3	0	6.1	7.3	9.8	0
SBE60/100	8.0	4.0	7.2	8.4	10.8	12.7	5.7	6.7	7.3	7.3	2.1	2.3	2.7	2.9	4.9	5.8	7.5	8
SBE60/130	10.0	6.0	10.6	12.2	15.5	17.9	8.1	8.6	8.6	8.6	2.5	2.7	3.3	3.5	6.1	7.3	9.8	12
SBE60/160	12.0	6.0	13.4	14.7	17.7	18.9	9.7	9.7	9.7	9.7	2.9	3.2	3.8	4.1	7.3	8.8	11.3	12
SBE70/125	10.0	6.0	10.1	11.7	14.9	17.3	8.1	9.5	9.8	9.8	2.5	2.7	3.3	3.5	6.1	7.3	9.8	12
SBE80/120	10.0	6.0	9.5	11.1	14.2	16.6	8.1	9.5	10.9	10.9	2.5	2.7	3.3	3.5	6.1	7.3	9.8	12
SBE80/150	12.0	6.0	13.4	14.7	17.7	18.9	10.1	11	12.5	12.5	2.9	3.2	3.8	4.1	7.3	8.8	11.3	12
SBE90/145	12.0	6.0	13	14.7	17.7	18.9	10.1	11	13.3	13.7	2.9	3.2	3.8	4.1	7.3	8.8	11.3	12
SBE100/140	12.0	6.0	12.5	14.4	17.7	18.9	10.1	11	13.3	14.2	2.9	3.2	3.8	4.1	7.3	8.8	11.3	12

A, B and C dimensions are the internal dimensions of the joist hanger.

Product capacities - Timber to concrete or steel

Dimensions

Reference	Hanger capacity
	Characteristic capacities - Timber to concrete or steel
	Number of Fasteners				Product characteristic capacities - Timber C24[kN]
	Header		Joist		R₄.ₖ	R₁,ₖ				R₂,ₖ				R₃,ₖ
	Qty	Type	Qty	Type	R₄.ₖ	CNA4.0x35	CNA4,0x40	CNA4,0x50	CNA4,0x60	CNA4.0x35	CNA4,0x40	CNA4,0x50	CNA4,0x60	CNA4.0x35	CNA4,0x40	CNA4,0x50	CNA4,0x60
SBE40/110	2.0	Ø10*	8.0	CNA**	5	14.2	14.2	0	0	5.2	5.2	0	0	8.9	9.7	0	0
SBE40/140	2.0	Ø10*	10.0	CNA**	5	14.2	14.2	0	0	6	6	0	0	8.3	9.1	0	0
SBE45/93	2.0	Ø10*	6.0	CNA**	5	13.4	14.2	0	0	5.2	5.2	0	0	7.9	8.6	0	0
SBE45/108	2.0	Ø10*	8.0	CNA**	5	14.2	14.2	0	0	5.7	5.7	0	0	10	11	0	0
SBE45/138	2.0	Ø10*	10.0	CNA**	5	14.2	14.2	0	0	6.7	6.7	0	0	9.4	10.3	0	0
SBE45/168	4.0	Ø10*	12.0	CNA**	10	22.7	22.7	0	0	7.5	7.5	0	0	12.6	13.4	0	0
SBE51/90	2.0	Ø10*	6.0	CNA**	5	13.4	14.2	14.2	0	5.8	5.8	5.8	0	8.9	9.8	11.8	0
SBE51/135	2.0	Ø10*	10.0	CNA**	5	14.2	14.2	14.2	0	7.4	7.4	7.4	0	10.6	11.6	14.1	0
SBE60/100	2.0	Ø10*	8.0	CNA**	5	14.2	14.2	14.2	14.2	7.3	7.3	7.3	7.3	13.4	14.6	17.7	12.1
SBE60/130	2.0	Ø10*	10.0	CNA**	5	14.2	14.2	14.2	14.2	8.6	8.6	8.6	8.6	12.5	13.7	16.6	13.2
SBE60/160	4.0	Ø10*	12.0	CNA**	10	22.7	22.7	22.7	22.7	9.7	9.7	9.7	9.7	11	11.7	13.2	14.7
SBE70/125	2.0	Ø10*	10.0	CNA**	5	14.2	14.2	14.2	14.2	9.8	9.8	9.8	9.8	14.6	16	13.8	14.8
SBE80/120	2.0	Ø10*	10.0	CNA**	5	14.2	14.2	14.2	14.2	10.9	10.9	10.9	10.9	11.9	13.1	14.7	15.7
SBE80/150	4.0	Ø10*	12.0	CNA**	10	22.7	22.7	22.7	22.7	12.5	12.5	12.5	12.5	12.6	13.4	14.8	16.3
SBE90/145	4.0	Ø10*	12.0	CNA**	10	22.7	22.7	22.7	22.7	13.7	13.7	13.7	13.7	12.6	13.4	14.8	16.3
SBE100/140	4.0	Ø10*	12.0	CNA**	10	22.7	22.7	22.7	22.7	15	15	15	15	12.6	13.4	14.8	16.3

A, B and C dimensions are the internal dimensions of the joist hanger.
Load capacities on concrete shown in this table are given in the case of a full slab fixing. In the context of a different application, it is advisable to the designer to ensure the good anchoring performance (a help for dimensioning is available on our Anchor Designer software, which can be downloaded for free on this website).

* Refer to the Simpson Strong-Tie anchor product range for suitable anchors. Typical anchor solutions depend on the concrete type, spacing and edge distances. The values in this table are given for an installation in the middle of a concrete slab. In other installation condition (close to the edge,...), the designer must check the anchor separately (Our free software Anchor Designer is available for download on our website).

** Refer to Characteristic Capacity table columns for type of fasteners that can be used in Flange A. Capacities vary depending on fastener type used.

Product capacities - Timber to timber - with connector screw SSH

Reference	Hanger capacity
	Product capacities - Timber to timber - with connector screw SSH
	Number of Fasteners				Characteristic capacities - Timber C24[kN]
	Header		Joist		R₁,ₖ				R₂,ₖ				R₃,ₖ				R4,k
	Qty	Type	Qty	Type	CNA4.0x35	CNA4.0x40	CNA4.0x50	CNA4.0x60	CNA4.0x35	CNA4.0x40	CNA4.0x50	CNA4.0x60	CNA4.0x35	CNA4.0x40	CNA4.0x50	CNA4.0x60	CNA4.0x35	CNA4.0x40	CNA4.0x50	CNA4.0x60
SBE40/110	2.0	SSH10.0x40	8.0	CNA*	7.2	-	-	-	7.2	-	-	-	1.2	-	-	-	5	-	-	-
SBE40/140	2.0	SSH10.0x40	10.0	CNA*	6.7	-	-	-	6.7	-	-	-	1.2	-	-	-	5	-	-	-
SBE45/93	2.0	SSH10.0x40	6.0	CNA*	6.5	6.7	-	-	6.7	6.9	-	-	1.5	1.7	-	-	5	5	-	-
SBE45/108	2.0	SSH10.0x40	8.0	CNA*	7.2	7.2	-	-	7.2	7.2	-	-	1.2	1.4	-	-	5	5	-	-
SBE45/138	2.0	SSH10.0x40	10.0	CNA*	6.7	6.7	-	-	6.7	6.7	-	-	1.2	1.3	-	-	5	5	-	-
SBE45/168	4.0	SSH10.0x40	12.0	CNA*	12.8	12.8	-	-	12.8	12.8	-	-	1.8	2	-	-	10	10	-	-
SBE51/90	2.0	SSH10.0x40	6.0	CNA*	6.5	6.7	7.1	-	6.7	6.9	7.1	-	1.5	1.7	2.1	-	5	5	5	-
SBE51/135	2.0	SSH10.0x40	10.0	CNA*	6.7	6.7	6.7	-	6.7	6.7	6.7	-	1.2	1.3	1.5	-	5	5	5	-
SBE60/100	2.0	SSH10.0x40	8.0	CNA*	7.2	7.2	7.2	-	7.2	7.2	7.2	-	1.2	1.4	1.8	-	5	5	5	-
SBE60/130	2.0	SSH10.0x40	10.0	CNA*	6.7	6.7	6.7	-	6.7	6.7	6.7	-	1.2	1.3	1.5	-	5	5	5	-
SBE60/160	4.0	SSH10.0x40	12.0	CNA*	12.8	12.8	12.8	-	12.8	12.8	12.8	-	1.8	2	2.4	-	10	10	10	-
SBE70/125	2.0	SSH10.0x40	10.0	CNA*	6.7	6.7	6.7	6.7	6.7	6.7	6.7	6.7	1.2	1.3	1.5	1.8	5	5	5	5
SBE80/120	2.0	SSH10.0x40	10.0	CNA*	6.7	6.7	6.7	6.7	6.7	6.7	6.7	6.7	1.2	1.3	1.5	1.8	5	5	5	5
SBE80/150	4.0	SSH10.0x40	12.0	CNA*	12.8	12.8	12.8	12.8	12.8	12.8	12.8	12.8	1.8	2	2.4	2.8	10	10	10	10
SBE90/145	4.0	SSH10.0x40	12.0	CNA*	12.8	12.8	12.8	12.8	12.8	12.8	12.8	12.8	1.8	2	2.4	2.8	10	10	10	10
SBE100/140	4.0	SSH10.0x40	12.0	CNA*	12.8	12.8	12.8	12.8	12.8	12.8	12.8	12.8	1.8	2	2.4	2.8	10	10	10	10

Transversal tension shall be checked by the user and may govern.

These values are valid if the following minimum distances from SSH screws to edges are fullfilled:

Screw	min. dist. to loaded edge a_2.t	min. dist to unloaded edge a_2.c
SSH10.0	50	40
SSH12.0	80	40

for lower distances, check ETA-06/0270 and EN1995

The minimum thickness of the supporting timber member to use with SSH10x40 is 38 mm.

Installation

Fasteners

On supported member:

CNA annular ring-shank nails dia. 4.0 x 50 mm.
CNA annular ring-shank nails dia. 4.0 x 35 mm for thickness less than 64 mm.
CSA screws dia. 5.0 x 40 mm.
CSA screws dia. 5.0 x 35 mm for thickness less than 60 mm.

On supporting member:
Wood substrate:

CNA annular ring-shank nails dia. 4.0 x 50 mm.
CNA annular ring-shank nails dia. 4.0 x 35 mm for thickness less than 64 mm.
CSA screws dia. 5.0 x 40 mm.
CSA screws dia. 5.0 x 35 mm for thickness less than 60 mm.

Steel substrate:

Bolts dia. 10 mm (bolt diameter cannot be more than 2 mm smaller than the drill hole diameter).

Concrete substrate:

Mechanical anchor dia. 10: WA M10-78/5 pin.
Chemical anchor dia. 10: AT-HP resin + LMAS M10-120/25 threaded rod.

Hollow masonry substrate: (check the load bearing capacity of the anchors)

Chemical anchor dia. 10: AT-HP or POLY-GP resin + LMAS M10-120/25 threaded rod + SH M16-130 screen.

Installation

Sur Bois :

Tracer l’emplacement de la poutre portée sur le porteur,
Présenter le sabot et préfixer les ailes de chaque côté,
Ajuster le sabot par rapport aux tracés : le sabot doit être légèrement plus ouvert en haut que en bas pour faciliter l’installation de la poutre portée,
Finaliser la fixation sur chaque aile,
Présenter la poutre portée dans le sabot et la fixer en clouage partiel ou total.

Sur Béton :

Méthode 1 : Tracer l’emplacement des perçages en appliquant le sabot sur la poutre,
Méthode 2 : Tracer l’emplacement de la poutre sur le support, présenter le sabot et repérer les centres des perçages,
Percer le support avec un forêt adapté,
Présenter le sabot et fixer le sur le support avec des goujons d’ancrages,
Présenter la poutre portée dans le sabot avant de la fixer.