Design Manual - Post bases · Design Manual - Post bases Innovative wood connection systems for highest requirements

Design Manual - Post bases

I n n o v a t i v e w o o d c o n n e c t i o n s y s t e m s f o r h i g h e s t r e q u i r e m e n t s .

For further information: www.pitzl-connectors.com. Individual consulting: +49 8703 9346-0Page 2

This is Pitzl

ETA-10/0413 European Technical ApprovalAll post bases and post-purlin connectors of Pitzl Metallbau GmbH & Co. KG have been approved through ETA -10/0413 Holder of approval:

Pitzl Metallbau GmbH & Co. KG, Siemensstraße 26, DE-84051 Altheim - Germany

Tel.: +49 (0) 8703 9346-0, Fax: +49 (0) 8703 9346-55, Internet: www.pitzl-connectors.comGeneric type and use of construction product:

Three-dimensional nailing plate (Post bases for the support of timber columns and Connectors for posts and purlins

as load-bearing elements as load-bearing elements)

(Valid from: 2013-05-09 to: 2018-05-09)Manufacturing plant:

Pitzl Metallbau GmbH & Co. KG, Siemensstraße 26, DE-84051 Altheim - Germany

As a provider of innovative wood connection systems for highest requirements, we are consistently trying to develop and optimise

our products further. The Pitzl range includes post bases, balcony and fence posts, plug-in connector systems as well as post-purlin

connections. Naturally, we also offer individual, custom-made solutions for your specific range of applications.

All Pitzl post bases and connectors can be used with screws from different manufacturers.

Welcome to the world of PITZL

Page 3

www.pitzl-connectors.com - Innovative wood connection systems for highest requirements.

ContentsA/ Design values

1. General p.4

2. Design concept p.8

3. Design values of the post bases ETA-10/0413 (CE) p.11

3.1. System 10930/10931 p.11

3.2. Right/left thread p.15

3.3 Stainless steel V2A p.18

3.4 Heavy-duty version p.19

3.5 Threaded rod p.27

3.6 2 parts p.32

3.7 Rigid version, hot-dip galvanized p.38

3.8 For embedding in concrete p.40

4. Design values of the post-purlin connectors ETA-10/0413 (CE) p.43

5. Compressive load-carrying capacity of post bases following structural standards p.44

6. Design values of post bases, Plug-in system Z p.45

B/ Characteristic values

1. Characteristic load-carrying capacity of the post bases acc. to ETA-10/0413 (CE) p.46

2. Characteristic load-carrying capacity of the post bases acc. to Eurocode p.57

3. Characteristic load-carrying capacity of the post-purlin connectors acc. to ETA-10/0413 (CE) p.59

4. Characteristic load-carrying capacity of post bases, Plug-in system Z p.59


A/ Design values1. GeneralPitzl post bases are intended to fasten timber pillars and posts as load-bearing elements in light-weight structures (such as carports, pergolas, terraces etc.) or for larger timber pillars.

The load-carrying capacities of the Pitzl post bases were determined through static calculations and approval notifications referring to the post bases listed in the ETA-10/0413.

European Technical Approval: ETA-10/0413

Construction materials:

•Timber: Solid timber from softwood, min. strength class C24 in accordance with EN 338:2010-02

•Fasteners: Wood plate screws for the post bases, wood countersunk head screws for the SPP connectors, Ø10 x min 120 mm (thread length ≥ 100 mm) acc. to EN 14592 or ETA, dowels Ø12 mm with Rm ≥ 360 N/mm²

•SteelqualityofthepostbasesandSPPconnectors: steel grade S235JR acc. to EN 10025-2:2005-04 ReH ≥ 235 N/mm², Rm ≥ 360 N/mm² steel grade 1.4301 acc. to EN 10088-3:2005-09 Rp0,2 ≥ 190 N/mm² and Rm ≥ 500 N/mm²

•Threadedrod: Strength class 4.8 acc. to DIN EN ISO 898-1:2009-08 Rpf ≥ 320 N/mm² and Rm ≥ 400 N/mm², for stainless steel: Property class 70 acc. to EN ISO 3506-1:2009

•Tubeprofile: Steel grade P235 acc. to EN 10216-1:2004 or EN 10217-1:2005 ReH ≥ 235 N/mm², Rm ≥ 360 N/mm²

Fasteners:

Dowels, Ø12 mm, fully-threaded wood screws (plate screws for post bases and countersunk head screws for the SPP connectors), Ø10 x min. 120 mm (minimum thread length: 100 mm) acc. to EN 14592 (DIN 571 and threads acc. to DIN 7998) or with ETA are used as fasteners. The wood screws require pre-drilling in accordance with the provisions in EN 1995-1-1, Fig. 10.4.5. oldernatively, the pre-drilling details in the screws' ETA should be observed.

Posts:

The characteristic values for solid timber of strength class C24 according to EN 338:2003-09 were used as the basis for the posts. The minimum dimensions for the posts must be observed here. The end grain face of the post has to lie flat against the base plate, unless stated otherwise.

Post base installation:

The load is transferred into the ground either via a threaded rod or a tube profile. The minimum insertion depth of the threaded rods into the turnbuckle is equal to the single diameter of the threaded rod.

Proper anchoring of the post base in the concrete is to be demonstra-ted with the stated tie bolt tensile force.

The post base and the column must be installed plumb. Unintended skewed positioning of the support was not taken into account when determining the load-carrying capacities. The post base shall be installed centrically in the crosssection of the timber column and with the end grain plane on the base plate.

Tables A.1 and A.2 contain the technical data for the post bases and the post-purlin connectors of ETA-10/0413.

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Corrosion protection:

Zinc coating protects the post bases from corrosion. If the post bases are to be used indoors (service class 1) or in roofed outdoor areas (service class 2), galvanic zinc coating is sufficient. When in unpro-tected outdoor areas (service class 3), corrosion protection is ensured through hot-dip galvanized coating with a minimum thickness of 70 microns in accordance with EN ISO 1461 or through ZiNiP coating with a minimum thickness of 8 microns. Fasteners must also be protected by zinc coating for outdoor use (zinc-coating Fe/Zn 25c in accordance with EN ISO 2081) or be made of stainless steel.

Anchorage of the post bases in the foundation:

No performance has been determined in relation to the anchorage of the post bases in the foundation. It must be checked by the designer of the structure to ensure it is not less than the post base capacity and, if necessary, the post base capacity reduced accordingly. (Load-carrying capacity of the bolt anchors: cf. p.9)


Post bases - Design Manual

Table A.1: Technical data of the post bases of ETA-10/0413

Fasteners:

• For all post bases: 4 fully threaded plate screws Ø10 x min. 120 mm (thread length: min. 100 mm)

• For the post bases 1003.00 and 1007.00: 1 dowel Ø12 mm in the upper hole

Post bases Post

Item no. new Item no. old Adjustment range [mm] min b/h [mm]

11001.0000 1001.00 125 120/120

11003.0000 1003.00 125 120/120

11005.0000 1005.00 160 140/140

11007.0000 1007.00 160 140/140

11008.1250 1008.08 250 150/150

11013.1100 1014.00 40 - 156 120/120

11013.1180 1014.08 40 - 156 100/100

11013.0200 1015.00 40 - 256 120/120

11013.0280 1015.08 40 - 256 100/100

11013.1200 1016.00 40 - 256 120/120

11013.1300 1016.10 40 - 336 120/120

11013.1500 1016.20 40 - 506 120/120

11013.1280 1016.08 40 - 256 100/100

11013.1380 1016.18 40 - 336 100/100

11013.1580 1016.28 40 - 506 100/100

11016.1200 1016.30 40 - 260 120/120

11016.1300 1016.31 40 - 340 120/120

11016.1500 1016.32 40 - 510 120/120

10920.1000 10920.00 142 - 207 120/120

10920.1100 10920.00 A 167 - 232 120/120

10920.1200 10920.00 B 227 - 292 120/120

10920.1300 10920.00 C 257 - 322 120/120

10920.1400 10920.00 D 327 - 392 120/120

10920.1003 10920.30 150 - 210 120/120

Post bases Post


10921.1000 10921.00 142 - 207 120/120

10921.1100 10921.00 A 167 - 207 120/120

10921.1200 10921.00 B 227 - 292 120/120

10921.1300 10921.00 C 257 - 322 120/120

10921.1400 10921.00 D 327 - 392 120/120

10921.1600 10921.10 82 - 92 120/120

10921.1003 10921.30 150 - 210 120/120

10921.1006 10921.36 160 - 220 120/120

10921.1106 10921.36 A 185 - 245 120/120

10921.1206 10921.36 B 245 - 305 120/120

10921.1306 10921.36 C 275 - 335 120/120

10921.1406 10921.36 D 345 - 405 120/120

10921.1104 10921.40 190 - 255 120/120

10930.1000 10930.00 170 - 285 120/120

10930.1100 10930.00 A 195 - 310 120/120

10930.1200 10930.00 B 255 - 370 120/120

10930.1300 10930.00 C 285 - 400 120/120

10930.1600 10930.10 110 - 200 120/120

10930.1003 10930.30 195 - 285 120/120

10950.7042 10930.35 bis 200 120/120

10950.7052 10930.45 bis 300 120/120

10950.1006 10930.36 205 - 300 120/120

10950.1106 10930.36 A 230 - 325 120/120

10950.1206 10930.36 B 290 - 385 120/120

10950.1306 10930.36 C 320 - 415 120/120

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Table A.2: Technical data of the SPP connectors (ETA-10/0413)

Fasteners:

- 4 fully threaded countersunk head screws Ø10 x min. 120 mm (thread length: min. 100 mm)

- Threaded rod: M10, M12 or M16 depending on the SPP connector

Post-purlin connector Fasteners Post [mm] Purlin [mm]

Item no. new Item no. old Dimensions Screws Threaded rod min w/h min w/h

88710.0000 8710 M10 4x VG 10x120 mm M10 4.8 + washer Ø 58 mm

120/120 120/90


120/120 120/90


120/120 120/90

Post bases Post


10950.1412 10930.50 125 120/120

10950.1422 10930.51 160 120/120

10950.1432 10930.52 200 120/120

10950.1612 10930.55 125 120/120

10950.1622 10930.56 160 120/120

10950.1632 10930.57 200 120/120

10934.2402 10930.70 to 100 120/120

10934.3402 10930.71 to 180 120/120

10934.2302 10930.73 to 100 120/120

10934.3302 10930.74 to 180 120/120

10931.1000 10931.00 170 - 285 140/140

10931.1100 10931.00 A 195 - 310 140/140

10931.1200 10931.00 B 255 - 370 140/140

10931.1300 10931.00 C 285 - 400 140/140

10931.1600 10931.10 110 - 200 140/140

10931.1003 10931.30 195 - 285 140/140

10931.1006 10931.36 205 - 300 140/140

10931.1106 10931.36 A 230 - 325 140/140

10931.1206 10931.36 B 290 - 385 140/140

10931.1306 10931.36 C 320 - 415 140/140

Post bases Post


10950.1413 10933.00 125 140/140

10950.1423 10933.10 160 140/140

10950.1433 10933.20 200 140/140

10950.1613 10933.50 125 140/140

10950.1623 10933.60 160 140/140

10950.1633 10933.70 200 140/140

10934.2403 10934.00 to 100 140/140

10934.3403 10934.10 to 180 140/140

10934.2303 10934.30 to 100 140/140

10934.3303 10934.31 to 180 140/140

10950.7043 10935.00 to 200 140/140

10950.7041 10935.50 to 200 120/120

10950.7053 10945.00 to 300 140/140

10950.7051 10945.50 to 300 120/120

10950.1411 10950.00 125 120/120

10950.1421 10950.10 160 120/120

10950.1431 10950.20 200 120/120

10950.1611 10950.50 125 120/120

10950.1621 10950.60 160 120/120

10950.1631 10950.70 200 120/120

10952.1000 10952.00 146 - 211 120/120



2. Design conceptPost bases by Pitzl must be designed in accordance with the applicable timber and steel construction standards Eurocode 5 and Eurocode 3 or with an equivalent national code.

The following design values for the load-carrying capacity were determined in accordance with the European standards Eurocode 5: “Design of timber structures” (EN 1995-1-1:2010-12) and Eurocode 3 “Design of steel structures” (EN 1993-1:2010-12), which means they reflect the current state of technology regarding safety concept, cross-section determination and design.

The characteristic loads on the load side are increased by partial safety factors (γG = 1,35 for constant loads, γQ = 1,5 for variable loads). While on the resistance side, the characteristic load-carrying capacities are reduced by dividing through the partial safety coefficient γM.

where:

(basic combination) acc. to EN 1990

Page 9


Eurocode 5: "Design of timber structures"

For wood materials, the effect of the service class and the load duration is taken into account additionally through the modification coefficient

γM = 1,3 for solid timber and glued laminated timber acc. to DIN EN 1995-1-1/NA:2010-12 (national Annex: Germany)Modification coefficient kmod acc. to EN 1995-1-1:2010-12

Material service classLoad duration class

Permanent action Long term action Medium term action Short term action instantaneous action

Solid timber and glued laminated timber

1 0,60 0,70 0,80 0,90 1,10

2 0,60 0,70 0,80 0,90 1,10

3 0,50 0,55 0,65 0,70 0,90

Eurocode 3: "Design of steel structures"

Partial safety coefficients γM for steel failure acc. to DIN EN 1993-1-1/NA:2010-12:

γM0 = 1,0γM1 = 1,1 Eurocode 3 - National Annex: Germany

γM2 = 1,25

Design value of the load-carrying capacity of the post bases:

In the case of failure of the timber part or the metal fasteners, the design value for the load-carrying capacity shall be calculated in accordance with EN 1995-1-1. To do so, the characteristic load-carrying capacity values have to be divided by the partial safety coefficient and in addition multiplied with the coefficient kmod.

In the case of steel failure, the design value for the load-carrying capacity shall be calculated in accordance with EN 1993-1-1 by reducing the characteristic load-carrying capacity values through different partial safety coefficients.

The design value for the load-carrying capacity of the post base is always the lowest of all load-carrying capacity values.

Design value of the load-carrying capacity in the case of failure of the timber part or of the fasteners acc. to Eurocode 5

Design value of the load-carry-ing capacity in the case of steel failure acc. to Eurocode 3

This means that the load-duration class and the service class are taken into account for the case of failure of the timber and the fasteners. Also, the different partial safety coefficients γM for steel or timber failure are correctly taken into account, as well.

Load-carrying capacity of the bolt anchors:

The load-carrying capacity of the post base under tensile load F (Tension) and horizontal load H1 / H2 is valid on condition that the load-carry-ing capacity of the bolt anchors in concrete is sufficient.

RAnchor,ax,d > FA+Fd,Tension /4 where:

RAnchor,ax,d Design value of the tensile load-carrying capacity per bolt anchor

FA Tensile force per bolt anchor under horizontal load

Fd, Tension Design value of the tensile load of the post base



Combined load:

For the load-carrying capacity of the post bases and the SPP connectors with a combination of horizontal loads H and vertical loads F, the following applies:

where:

EF,d Design value of the load in load cases F (Compression) or F (Tension) in N

RF,d Design value of the load-carrying capacity in load cases F (Compression) or F (Tension) in N

EH,d Design value of the load in load cases H1 or H2 in N

RH,d Design value of the load-carrying capacity in load cases H1 or H2 in N

Increase of the tensile load-carrying capacity:

The load-carrying capacity of the fasteners in the timber was calculated assuming an effective thread length of 100 mm for the screws.

When using screws with larger effective thread lengths, the dimensioning value for the tensile load-carrying capacity may be calculated using the following formula:

und

where:

RFd, (Tension) Design value of the load-carrying capacity in the load case F (Tension) for the thread length ℓef in kN

ℓef Effective length of the screws in mm

Rd,(Tension),steel failure Design value of the load-carrying capacity due to steel failure in kN

NB:

Possible for all post bases "System 10930/10931", "Heavy-duty Version", "2 parts", "Rigid version, hot-dip galvanized", "For embedding in concrete", the post bases 1015.00, 1015.08 and all post-purlin connectors

Example:

Design value of the tensile load-carrying capacity with 200 mm full-thread screws (ℓef = 190 mm), Short term action:

und

Design values in service class 3 (outdoor use):

Design values for the load-carrying capacity if the timber failure case (timber part or fastener) is decisive:

In service class 3, the values from the table must be reduced in accordance with the modification coefficients kmod to apply.

Example with post base 1001.00 for Fd (Compression) in service class 3:

LDC permanent: Fd = 41,5 x 0,5/0,6

LDC long: Fd = 48,5 x 0,55/0,7

LDC medium: Fd = 55,4 x 0,65/0,8

LDC short: Fd = 62,3 x 0,7/0,9

LDC instantaneous: Fd = 76,2 x 0,9/1,1

Design values of the load-carrying capacity if the steel failure case is decisive:

In service class 3: no correction factors required.

Page 11


3. Design values of the post bases ETA-10/0413 (CE)The following design values of the load-carrying capacity per post base are calculated with maximum clearance between base plate and foun-dation in accordance with the Eurocodes (EN 1993-1-1:2010-12 and EN 1995-1- 1:2010-12) and the National Annexes: Germany (DIN EN 1993-1-1/NA:2010-12 and DIN EN 1995-1-1/NA:2010-12). For smaller clearances, the load-carrying capacity in the case of a decisive steel failure can be increased by linear interpolation (see Characteristic load carrying capacity, p. 47)

3.1 System 10930/10931Post bases 10930.1000 (10930.1xxx)Design values of the load-carrying capacity in kN per post base with maximum adjustment height

Load direction Item no. new Item no. oldLoad duration class (LDC), kmod

permanent 0,6 long 0,7 medium 0,8 short 0,9 instantaneous 1,1

Fd (Compression)

10930.1000 10930.00

41,5 48,555,4

62,368,4

10930.1100 10930.00 A 64,7

10930.1200 10930.00 B 56,1

10930.1300 10930.00 C 52,0

Fd (Tension) All Types - 11,3* 13,2*

H1,d

10930.1000 10930.00 1,3

10930.1100 10930.00 A 1,2

10930.1200 10930.00 B 1,0

10930.1300 10930.00 C 0,9

H2,d

10930.1000 10930.00 1,3**

10930.1100 10930.00 A 1,2**

10930.1200 10930.00 B 1,0**

10930.1300 10930.00 C 0,9**

FA All Types Tensile force per bolt anchor under maximum horizontal load (Hd): 2,7kN

* In case of a longer ground plate, l = 220 mm, the design value is: 13,2 x 0,6 = 7,9kN (steel failure) ** In case of a longer ground plate, l = 220 mm, the design value is: Post bases 10930.00: 1,6 x 0,6 = 1,0kN Post bases 10930.00 A: 1,4 x 0,6 = 0,8kN Post bases 10930.00 B: 1,2 x 0,6 = 0,7kN Post bases 10930.00 C: 1,1 x 0,6 = 0,7kN

Failure of the timber part or the fasteners:

In service class 3 (outdoor use), the values from the table have to be reduced in accordance with the modification coefficients kmod to apply.

Fd (Tension) in service class 3, LDC short: Fd = 11,3 x 0,7/0,9

In service class 1 and 2: steel failure decisive

In service class 3: no correction factors required, if steel failure decisive

Item no. new Item no. old Adjustment range [mm]

10930.1000 10930.00 170 - 285

10930.1100 10930.00 A 195 - 310

10930.1200 10930.00 B 255 - 370

10930.1300 10930.00 C 285 - 400

10930.1000

Load-carrying capacity of the bolt anchor: see p. 9

Combined load: see p. 10

Increase of the tensile load-carrying capacity: see p. 10



Post bases 10930.1600:

Design values of the load-carrying capacity in kN per post base with maximum adjustment height



Fd (Compression)

10930.1600 10930.10

41,5 48,5 55,4 62,3 76,2

Fd (Tension) - 11,3* 13,2*

H1,d 1,8

H2,d 1,8**

FA Tensile force per bolt anchor under maximum horizontal load (Hd): 2,6kN

* In case of a longer ground plate, l = 220 mm, the design value is: 13,2 x 0,6 = 7,9kN (steel failure) ** In case of a longer ground plate, l = 220 mm, the design value is: 2,2 x 0,6 = 1,3kN



Fd (Compression) in service class 3, LDC short: Fd = 62,3 x 0,7/0,9




10930.1600 10930.10 110 - 200

10930.1600

Page 13


Post bases 10931.1000 (10931.1xxx):

Design values of the load-carrying capacity in kN per post base with maximum adjustment height:



Fd (Compression)

10931.1000 10931.00

41,5 48,555,4

62,368,4

10931.1100 10931.00 A 64,7

10931.1200 10931.00 B 56,1

10931.1300 10931.00 C 52,0

Fd (Tension) All Types - 11,3* 13,2*

H1,d

10931.1000 10931.00 1,3

10931.1100 10931.00 A 1,2

10931.1200 10931.00 B 1,0

10931.1300 10931.00 C 0,9

H2,d

10931.1000 10931.00 1,3**

10931.1100 10931.00 A 1,2**

10931.1200 10931.00 B 1,0**

10931.1300 10931.00 C 0,9**


* In case of a longer ground plate, l = 220 mm, the design value is: 1,32 x 0,6 = 7,9kN (steel failure) ** In case of a longer ground plate, l = 220 mm, the design value is: Post bases 10930.00: 1,6 x 0,6 = 1,0kN Post bases 10930.00 A: 1,4 x 0,6 = 0,8kN Post bases 10930.00 B: 1,2 x 0,6 = 0,7kN Post bases 10930.00 C: 1,1 x 0,6 = 0,7kN







10931.1000 10931.00 170 - 285

10931.1100 10931.00 A 195 - 310

10931.1200 10931.00 B 255 - 370

10931.1300 10931.00 C 285 - 400

10931.1000






Post bases 10931.1600:


Load direction Item no. new Item no. newLoad duration class (LDC), kmod


Fd (Compression)

10931.10 10931.1600

41,5 48,5 55,4 62,3 76,2

Fd (Tension) - 11,3* 13,2*

H1,d 1,8

H2,d 1,8**


* In case of a longer ground plate l = 220 mm, the design value is: 13,2 x 0,6 = 7,9kN (steel failure) ** In case of a longer ground plate, l = 220 mm, the design value is: 1,3kN







10931.1600 10931.10 110 - 200

10931.1600




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3.2 Right/left threadPost bases 10920.1000 (10920.1xxx):Design values of the load-carrying capacity in kN per post base with maximum adjustment height



Fd (Compression)

10920.1000 10920.00

41,5 48,555,4 62,3

76,210920.1100 10920.00 A

10920.1200 10920.00 B 67,8

10920.1300 10920.00 C 63,5

10920.1400 10920.00 D 53,5

Fd (Tension) All Types - 7,4*

H1,d

10920.1000 10920.00 1,8

10920.1100 10920.00 A 1,6

10920.1200 10920.00 B 1,3

10920.1300 10920.00 C 1,1

10920.1400 10920.00 D 1,0

H2,d

10920.1000 10920.00 1,2*

10920.1100 10920.00 A 1,1*

10920.1200 10920.00 B 0,9*

10920.1300 10920.00 C 0,8*

10920.1400 10920.00 D 0,6*

FA

10920.1000 10920.00

Tensile force per bolt anchor under maximum horizontal load (Hd): 2,7kN10920.1100 10920.00 A

10920.1200 10920.00 B

10920.1300 10920.00 C Tensile force per bolt anchor under maximum horizontal load (Hd): 2,5kN

10920.1400 10920.00 D Tensile force per bolt anchor under maximum horizontal load (Hd): 3,1kN

* In case of a longer ground plate, l = 220mm, the values must be reduced by the factor 0.6



Post bases 10920.00/A/B/C: Fd (Compression) in service class 3, LDC short: Fd = 62,3 x 0,7/0,9




10920.1000 10920.00 142 - 207

10920.1100 10920.00 A 167 - 232

10920.1200 10920.00 B 227 - 292

10920.1300 10920.00 C 257 - 322

10920.1400 10920.00 D 327 - 392

10920.1000



Post bases 10921.1000 (10921.1xxx):Design values of the load-carrying capacity in kN per post base with maximum adjustment height



Fd (Compression)

10921.1000 10921.00

41,5 48,555,4 62,3

68,610921.1100 10921.00 A

10921.1200 10921.00 B 67,8

10921.1300 10921.00 C 63,5

10921.1400 10921.00 D 53,5

Fd (Tension) All Types - 7,4*

H1,d

10921.1000 10921.00 1,8

10921.1100 10921.00 A 1,6

10921.1200 10921.00 B 1,3

10921.1300 10921.00 C 1,1

10921.1400 10921.00 D 1,0

H2,d

10921.1000 10921.00 1,2*

10921.1100 10921.00 A 1,1*

10921.1200 10921.00 B 0,9*

10921.1300 10921.00 C 0,8*

10921.1400 10921.00 D 0,6*

FA

10921.1000 10921.00 Tensile force per bolt anchor under maximum horizontal load (Hd): 2,7kN

10921.1100 10921.00 A Tensile force per bolt anchor under maximum horizontal load (Hd): 2,4kN

10921.1200 10921.00 B Tensile force per bolt anchor under maximum horizontal load (Hd): 2,2kN



* In case of a longer ground plate, l = 220 mm, the values must be reduced by the factor 0.6



Post bases 10921.00 A/B/C: Fd (Compression) in NKL3, KLED kurz: Fd = 62,3 x 0,7/0,9




10921.1000 10921.00 142 - 207

10921.1100 10921.00 A 167 - 232

10921.1200 10921.00 B 227 - 292

10921.1300 10921.00 C 257 - 322

10921.1400 10921.00 D 327 - 392

10921.1000




Page 17


Post bases 10921.1600:Design values of the load-carrying capacity in kN per post base with maximum adjustment height



Fd (Compression)

10921.1600 10921.10

41,5 48,5 55,4 62,3 68,6

Fd (Tension) - 7,4*

H1,d 4,0

H2,d 2,8*









10921.1600 10921.10 82 - 92

Post bases 10921.1104:Dimensioning values of the load-carrying capacity in kN per post base with maximum adjustment height



Fd (Compression)

10921.1104 10921.40

41,5 48,5 55,4 62,3 68,6

Fd (Tension) - 7,4*

H1,d 1,4

H2,d 1,0*









10921.1104 10921.40 190 - 255

10921.1600 10921.1104



3.3 Stainless steel V2APost bases 10952.1000:Design values of the load-carrying capacity in kN per post base with maximum adjustment height

Load direction Item no. new Item no. oldKlasse der Lasteinwirkungsdauer (KLED), kmod


Fd (Compression)

10952.1000 10952.00

41,5 48,5 55,4 62,3 67,0

Fd (Tension) - 11,3** 11,8**

H1,d 2,5

H2,d 2,5*


* In case of a longer ground plate, l = 220 mm, the values must be reduced by the factor 0.6 ** In case of a longer ground plate, l = 220 mm, the design value is: 7,1kN (steel failure)







10952.1000 10952.00 146 - 211

10952.1000




Page 19


3.4 Heavy-duty versionPost bases 11016.1200:Design values of the load-carrying capacity in kN per post base with maximum adjustment height

Load direction TypeLoad duration class (LDC), kmod


Fd (Compression) All Types 73,5 85,7 98,0 110,2 128,6

Fd (Tension)Nut, welded

-11,3 13,8**

Tension plate 6,0 7,4

H1,d All Types 2,6

H2,d All Types 2,6*


* In case of a longer ground plate, l = 220 mm, the values must be reduced by the factor 0.6 ** In case of a longer ground plate l = 220 mm, the design value is: 12,4kN (steel failure)







11016.1200 1016.30 40 - 260






-11,3 13,8**


H1,d All Types 2,0

H2,d All Types 2,0*









11016.1300 1016.31 40 - 340

11016.1200 11016.1300






Fd (Compression) All Types 73,5 84,5


-11,3 13,8**


H1,d All Types 1,4

H2,d All Types 1,4*





Fd (Tension) with Nut, welded in service class 3, LDC short: Fd = 11,3 x 0,7/0,9




11016.1500 1016.32 40 - 510




Fd (Compression)

10920.1003 10920.30

67,4 78,7 89,9 101,1 123,6

Fd (Tension) - 11,3 13,8**

H1,d 3,0

H2,d 3,0*


* In case of a longer ground plate, l = 220 mm, the design value is: 3,3 x 0,6 = 2,0kN ** In case of a longer ground plate l = 220 mm, the design value is: 12,4kN (steel failure)







10920.1003 10920.30 150 - 210

10920.100311016.1500




Page 21





Fd (Compression)

10921.1003 10921.30

60,5 70,6 80,7 90,8 97,9

Fd (Tension) - 11,3 13,8**

H1,d 3,0

H2,d 3,0*









10921.1003 10921.30 150 - 210

10921.1003






Fd (Compression)

10921.1006 10921.36

85,7 100,0114,3

128,6149,3

10921.1106 10921.36 A 134,2

10921.1206 10921.36 B 124,5

10921.1306 10921.36 C 119,5

10921.1406 10921.36 D 107,1

Fd (Tension) All Types - 11,3 13,8

Hd

10921.1006 10921. 36 3,1

10921.1106 10921.36 A 2,8

10921.1206 10921.36 B 2,2

10921.1306 10921.36 C 2,1

10921.1406 10921.36 D 1,7

FA

10921.1006 10921.36Tensile force per bolt anchor under maximum horizontal load (Hd): 5,1kN

10921.1106 10921.36 A

10921.1206 10921.36 B Tensile force per bolt anchor under maximum horizontal load (Hd): 5,0kN









10921.1006 10921.36 160 - 220

10921.1106 10921.36 A 185 - 245

10921.1206 10921.36 B 245 - 305

10921.1306 10921.36 C 275 - 335

10921.1406 10921.36 D 345 - 405

10921.1006




Page 23





Fd (Compression)

10930.1003 10930.30

58,1 67,7 77,4 87,1 106,4

Fd (Tension) - 11,3 13,8**

H1,d 2,2

H2,d 2,2*









10930.1003 10930.30 195 - 285

10930.1003






Fd (Compression)

10930.1006 10930.36

77,8 90,8 103,8116,7

140,5

10930.1106 10930.36 A 127,5

10930.1206 10930.36 B 117,5

10930.1306 10930.36 C 112,1


Hd (Horizontal)

10930.1006 10930.36 2,5

10930.1106 10930.36 A 2,0

10930.1206 10930.36 B 1,7

10930.1306 10930.36 C 1,5

FA


10930.1106 10930.36 ATensile force per bolt anchor under maximum horizontal load (Hd): 4,7kN

10930.1206 10930.36 B




Fd (Compression) in NKL3, KLED mittel: Fd = 103,8 x 0,65/0,8




10930.1006 10930.36 205 - 300

10930.1106 10930.36 A 230 - 325

10930.1206 10930.36 B 290 - 385

10930.1306 10930.36 C 320 - 415

10930.1006




Page 25





Fd (Compression)

10931.1003 10931.30

56,7 66,1 75,6 85,0 103,9

Fd (Tension) - 11,3 13,8**

H1,d 2,2

H2,d 2,2*









10931.1003 10931.30 195 - 285

10931.1003






Fd (Compression)

10931.1006 10931.36

77,8 90,8 103,8116,7

140,5

10931.1106 10931.36 A 127,5

10931.1206 10931.36 B 117,5

10931.1306 10931.36 C 112,1


Hd (Horizontal)

10931.1006 10931.36 2,5

10931.1106 10931.36 A 2,0

10931.1206 10931.36 B 1,7

10931.1306 10931.36 C 1,5




Fd (Compression) in service class 3, LDC medium: Fd = 103,8 x 0,65/0,8




10931.1006 10931.36 205 - 300

10931.1106 10931.36 A 230 - 325

10931.1206 10931.36 B 290 - 385

10931.1306 10931.36 C 320 - 415

Post bases 11008.1250:Design values of the load-carrying capacity in kN per post base



Fd (Compression)

11008.1250 1008.08

176,1 205,4 234,8 253,9

Fd (Tension) - 11,3 13,8**

Hd (Horizontal) 4,6 5,4 6,2 6,9 8,5




Fd (Compression) in service class 3, LDC medium: Fd = 234,8 x 0,65/0,8



Item no. new Item no. old Height [mm]

11008.1250 1008.08 250

11008.125010931.1006




Page 27


3.5 Threaded rodPost bases 11013.1100:Design values of the load-carrying capacity in kN per post base with maximum adjustment height





-7,4*

Tension plate 3,6

H1,d All Types 2,8

H2,d All Types 1,7*









11013.1100 1014.00 40 - 156






-7,4*

Tension plate 3,6

H1,d All Types 2,8

H2,d All Types 1,7*









11013.1180 1014.08 40 - 156

11013.110011013.1180








-11,3 13,8

Tension plate 3,6

Hd All Types 1,7








11013.0200 1015.00 40 - 256






-11,3 13,8

Tension plate 3,6

Hd All Types 1,7








11013.0280 1015.08 40 - 256

11013.028011013.0200




Page 29







-7,4*

Tension plate 3,6

H1,d All Types 1,7

H2,d All Types 1,0*









11013.1200 1016.00 40 - 256






-7,4*

Tension plate 3,6

H1,d All Types 1,7

H2,d All Types 1,0*









11013.1280 1016.08 40 - 256

11013.120011013.1280






Fd (Compression) All Types 41,5 48,5 55,4 62,0


-7,4*

Tension plate 3,6

H1,d All Types 1,3

H2,d All Types 0,8*








11013.1300 1016.10 40 - 336






-7,4*

Tension plate 3,6

H1,d All Types 1,3

H2,d All Types 0,8*









11013.1380 1016.18 40 - 336

11013.138011013.1300




Page 31





Fd (Compression) All Types 39,9


-7,4*

Tension plate 3,6

H1,d All Types 0,8

H2,d All Types 0,5*






11013.1500 1016.20 40 - 506






-7,4*

Tension plate 3,6

H1,d All Types 0,8

H2,d All Types 0,5*









11013.1580 1016.28 40 - 506

11013.150011013.1580



3.6 2 partsPost bases 10950.1412 (10950.14xx):Design values of the load-carrying capacity in kN per post base



Fd (Compression)All Types

41,5 48,5 55,4 62,3 76,2

Fd (Tension) - 11,3 13,8

Hd (Horizontal)

10950.1412 10930.50

3,4 3,9 4,55,1

6,2

10950.1422 10930.51 5,6

10950.1432 10930.52 4,5

FA


10950.1422 10930.51Tensile force per bolt anchor under maximum horizontal load (Hd): 4,1kN

10950.1432 10930.52







10950.1412 10930.50 125

10950.1422 10930.51 160

10950.1432 10930.52 200

10950.141210950.142210950.1432




Page 33


Post bases 10950.1612 (10950.16xx):Design values of the load-carrying capacity in kN per post base




41,5 48,5 55,4 62,3 76,2

Fd (Tension) - 11,3 13,8

H1,d

10950.1612 10930.55

3,4 3,94,5

5,1 6,2

10950.1622 10930.56 4,9

10950.1632 10930.57 3,9

H2,d

10950.1612 10930.55 3,4 3,8*

10950.1622 10930.56 3,0*

10950.1632 10930.57 2,3*









10950.1612 10930.55 125

10950.1622 10930.56 160

10950.1632 10930.57 200

10950.161210950.162210950.1632







41,5 48,5 55,4 62,3 76,2

Fd (Tension) - 11,3 13,8

Hd (Horizontal)

10950.1413 10933.004,6 5,4

6,2 6,9 7,3

10950.1423 10933.10 5,6

10950.1433 10933.20 4,5








10950.1413 10933.00 125

10950.1423 10933.10 160

10950.1433 10933.20 200

10950.141310950.142310950.1433




Page 35






41,5 48,5 55,4 62,3 76,2

Fd (Tension) - 11,3 13,8

H1,d

10950.1613 10933.50 4,6 5,4 6,2 6,4

10950.1623 10933.60 4,6 4,9

10950.1633 10933.70 3,9

H2,d

10950.1613 10933.50 3,8*

10950.1623 10933.60 3,0*

10950.1633 10933.70 2,3*









10950.1613 10933.50 125

10950.1623 10933.60 160

10950.1633 10933.70 200

10950.161310950.163210950.1633







41,5 48,5 55,4 62,3 76,2

Fd (Tension) - 11,3 13,8

Hd (Horizontal)

10950.1413 10933.00 4,6 5,4 6,2 6,9 7,3

10950.1423 10933.10 4,6 5,4 5,6

10950.1433 10933.20 4,5




Fd (Compression) in service class 3, LDC short: Fd = 62.3 x 0,7/0,9




10950.1411 10950.00 125

10950.1421 10950.10 160

10950.1431 10950.20 200

10950.141110950.142110950.1431




Page 37


Post bases 10950.1611 (10950.16xx):Design values of the load-carrying capacity in kN per post base with maximum adjustment height




41,5 48,5 55,4 62,3 76,2

Fd (Tension) - 11,3 13,8

H1,d

10950.1611 10950.50 4,6 5,4 6,2 6,4

10950.1621 10950.60 4,6 4,9

10950.1631 10950.70 3,9

H2,d

10950.1611 10950.50 3,8*

10950.1621 10950.60 3,0*

10950.1631 10950.70 2,3*









10950.1611 10950.50 125

10950.1621 10950.60 160

10950.1631 10950.70 200

10950.161110950.162110950.1631



3.7 Rigid version, hot-dip galvanizedPost bases 11001.0000:Design values of the load-carrying capacity in kN per post base



Fd (Compression)

11001.0000 1001.00

41,5 48,5 55,4 62,3 76,2

Fd (Tension) - 11,3 13,8

Hd (Horizontal) 3,5








11001.0000 1001.00 125




Fd (Compression)

11003.0000 1003.00

41,5 48,5 55,4 62,3 76,2

Fd (Tension) - 11,3 13,8

H1,d 2,2

H2,d 2,7 3,2 3,2








11003.0000 1003.00 125

11003.000011001.0000




Page 39





Fd (Compression)

11005.0000 1005.00

41,5 48,5 55,4 62,3 76,2

Fd (Tension) - 11,3 13,8

Hd (Horizontal) 3,2








11005.0000 1005.00 160




Fd (Compression)

11007.0000 1007.00

41,5 48,5 55,4 62,3 76,2

Fd (Tension) - 11,3 13,8

H1,d 2,2

H2,d 3,1








11007.0000 1007.00 160

11005.0000 11007.0000



3.8 For embedding in concretePost bases10950.7042 (10950.7052):Design values of the load-carrying capacity in kN per post base with maximum distance between base plate and foundation



Fd (Compression) 10950.7042 10950.7052

10930.35 10930.45 41,5 48,5 55,4 62,3 76,2

Fd (Tension) 10950.7042 10950.7052

10930.35 10930.45 - 11,3 13,8

Hd (Horizontal)10950.7042 10930.35 3,4 3,9 4,5 5,1 6,2

10950.7052 10930.45 3,4 3,9 4,4






Item no. new Item no. old Clearance between base plate and foundation [mm]

10950.7042 10930.35 to 200

10950.7052 10930.45 to 300

Post bases 10934.2402 und 10934.3402:Design values of the load-carrying capacity in kN per post base with maximum distance between base plate and foundation




41,5 48,5 55,4 62,3 76,2

Fd (Tension) - 11,3 13,8

Hd (Horizontal)10934.2402 10930.70 2,4

10934.3402 10930.71 1,5







10934.2402 10930.70 to 100

10934.3402 10930.71 to 180

10934.240210934.3402

10950.704210950.7052NB:

Minimal anchoring depth in concrete: 150 mm




Page 41






56,7 66,1 75,6 85,0 103,9

Fd (Tension) - 11,3 13,8

Hd (Horizontal)10934.2302 10930.73 3,4 3,9 4,5 4,7

10934.3302 10930.74 2,9







10934.2302 10930.73 to 100

10934.3302 10930.74 to 180





41,5 48,5 55,4 62,3 76,2

Fd (Tension) - 11,3 13,8

Hd (Horizontal)10934.2403 10934.00 2,4

10934.3403 10934.10 1,5







10934.2403 10934.00 bis 100

10934.3403 10934.10 bis 180

10934.230210934.3302

10934.240310934.3403 NB:

Minimal anchoring depth in concrete: 150 mm







56,7 66,1 75,6 85,0 103,9

Fd (Tension) - 11,3 13,8

Hd

10934.2303 10934.30 4,6 4,7

10934.3303 10934.31 2,9







10934.2303 10934.30 to 100

10934.3303 10934.31 to 180




Fd (Compression)

All Types

41,5 48,5 55,4 62,3 76,2

Fd (Tension) - 11,3 13,8

Hd 4,6 5,4 6,2







10950.7043 10935.00 to 200

10950.7041 10935.50 to 200

10950.7043 10950.7041 10934.130310934.3303

NB:Minimal anchoring depth in concrete: 150 mm

Page 43





Fd (Compression)10950.7053 10950.7051

10945.00 10945.50

41,5 48,5 55,4 62,3 76,2

Fd (Tension) - 11,3 13,8

Hd 4,4







10950.7053 10945.00 to 300

10950.7051 10945.50 to 300

4. Design values of the post-purlin connectors ETA-10/0413 (CE)post-purlin connectors 88710.0000 (8871x.0000)

Design values of the load-carrying capacity in kN according to Eurocodes and national annex Germany per post-purlin connector



Fd (Compression)

All Types

to calculate in acc. with EC5

Fd (Tension) - 11,3 13,8

H1,d (parallel to the purlin) 3,4 3,9 4,5 5,1 6,2

H2,d (perpendicular to the purlin)

88710.0000 8710 2,9 3,4 3,9 4,4 5,3

88712.0000 8712same values as H1,d88716.0000 8716




Application example10950.7053 10950.7051

NB:Minimal anchoring depth in concrete: 150 mm

Combined load: see p. 10Increase of the tensile load-

carrying capacity: see p. 10



5. Compressive load-carrying capacity of post bases following structural standardsDesign values of the compressive load-carrying capacity in kN per post base with maximum adjustment height

Item no. new Item no. oldLoad duration class (LDC), kmod


11000.0000 1000.00 27,3 31,9 32,4 32,4 32,4

11001.2000 1001.20 41,5 48,5 55,4 62,3 64,2

11002.0000 1002.00 41,5 48,5 55,4 62,3 67,9

11004.0000 1004.00 41,5 48,5 55,4 62,3 67,9

11006.0000 1006.00 41,5 48,5 55,4 62,3 66,2

11009.0100 1009.00 41,5 48,5 55,4 57,9 57,9

11009.0180 1009.80 26,6 27,3 27,3 27,3 27,3

11009.1100 1010.00 41,5 48,5 55,4 57,9 57,9

11009.0200 1011.00 33,9 33,9 33,9 33,9 33,9

11009.1200 1012.00 33,9 33,9 33,9 33,9 33,9

11013.0100 1013.00 41,5 48,5 55,4 62,3 72,0

11019.0000 1019.00 36,6 42,8 44,0 44,0 44,0

11020.0000 1020.00 58,9 58,9 58,9 58,9 58,9

11021.0000 1021.00 58,9 58,9 58,9 58,9 58,9

11022.0000, 11022.1000

1022.00, 1022.10 41,5 48,5 55,4 62,3 69,2

11022.2000 1022.20 41,5 48,5 55,4 59,0 59,0

11023.0000, 11023.1000

1023.00, 1023.10 25,6 29,8 34,1 35,2 35,2

- 1050.00 /A/B 28,8 33,6 38,4 41,8 41,8

- 1050.00 C 28,8 33,6 38,2 38,2 38,2

- 1051.00 /A/B/C 27,3 31,9 36,4 36,6 36,6

- 1052.00 /A/B 29,9 34,9 39,9 41,8 41,8

- 1052.00 C 29,9 34,9 38,2 38,2 38,2

- 1060.00 41,5 48,5 55,4 62,3 72,0

- 1060.00 A 41,5 48,5 55,4 59,4 59,4

- 1060.00 B 41,5 48,5 51,8 51,8 51,8

- 1060.00 C 38,2 38,2 38,2 38,2 38,2

- 1061.00 41,5 48,5 55,4 62,3 72,0

- 1061.00 A 41,5 48,5 55,4 59,4 59,4

- 1061.00 B 41,5 48,5 51,8 51,8 51,8

- 1061.00 C 38,2 38,2 38,2 38,2 38,2

- 1061.10 41,5 48,5 55,4 62,3 72,0

- 1061.10 A 41,5 48,5 55,4 59,4 59,4

- 1061.10 B 41,5 48,5 51,8 51,8 51,8

- 1061.10 C 38,2 38,2 38,2 38,2 38,2

- 1062.00 /A/B 41,5 41,5 41,5 41,5 41,5

- 1062.00 C 38,2 38,2 38,2 38,2 38,2

- 1070.00 41,5 48,5 55,4 62,3 72,0

- 1070.00 A 41,5 48,5 55,4 59,4 59,4

- 1070.00 B 41,5 48,5 51,8 51,8 51,8

- 1070.00 C 38,2 38,2 38,2 38,2 38,2

Page 45


Item no. new Item no. oldLoad duration class (LDC), kmod


- 1071.00 41,5 48,5 55,4 62,3 72,0

- 1071.00 A 41,5 48,5 55,4 59,4 59,4

- 1071.00 B 41,5 48,5 51,8 51,8 51,8

- 1071.00 C 38,2 38,2 38,2 38,2 38,2

- 1071.10 41,5 48,5 55,4 62,3 72

- 1071.10 A 41,5 48,5 55,4 59,4 59,4

- 1071.10 B 41,5 48,5 51,8 51,8 51,8

- 1071.10 C 38,2 38,2 38,2 38,2 38,2

- 1072.00 /A/B 41,8 41,8 41,8 41,8 41,8

- 1072.00 C 38,2 38,2 38,2 38,2 38,2

- 1073.00 /A/B 41,8 41,8 41,8 41,8 41,8

- 1073.00 C 38,2 38,2 38,2 38,2 38,2

- 10900.00 41,5 48,5 49,1 49,1 49,1

- 10901.00 41,5 48,5 49,1 49,1 49,1

- 10980.00 27,3 27,3 27,3 27,3 27,3



(See p. 10).



Design values of the compressive load-carrying capacity in kN per post base with maximum adjustment height

6. Design values of post bases, Plug-in system ZThe following values come from preliminary tests at the Technical Test and Research Institute (in German: Technische Versuchs- und For-schungsanstalt: TVFA) Innsbruck (Austria).

Post base 10521.1090:


Load direction Item no.Load duration class (LDC), kmod


Fd (Compression) 10521.1090 58,2 67,8 77,5 87,2 106,6

Fd (Tension) 10521.1090 11,3 13,2*

H1,d 10521.1090 1,8

H2,d 10521.1090 1,2*

FA 10521.1090 Tensile force per bolt anchor under maximum horizontal load (Hd): 2,6 kN

* In case of a longer ground plate l = 220 mm, the values have to be reduced with a factor of 0,6


In service class 3 (outdoor use), the values from the table have to be reduced in accordance with the modification coefficients kmod to apply. Fd (Compression) in service class 3, LDC short: Fd = 87,2 x 0,7/0,9



Item no. Adjustment range[mm]

10521.1090 141 - 201



B/ Characteristic valuesPost bases by Pitzl must be designed in accordance with the applicable timber and steel construction standards Eurocode 5 and Eurocode 3 or with an equivalent national code.

(cf. Design concept p. 8)

1. Characteristic load-carrying capacity of the post bases acc. to ETA-10/0413 (CE)Determining the characteristic load-carrying capacities:

The characteristic properties of the post bases were determined by combining calculations in accordance with Eurocode 3 and Eurocode 5 with test results.

The characteristic values of the load-carrying capacity of the connection assembly, which consists of screws and threaded rods or tubes, were determined using test results of the Karlsruhe Institute of Technology.

Definition of the directions of force

- Force F1: tensile or compressive load

- Force F2 / F3: horizontal load in parallel with the inner plate (if any) or the longest side of the lower plate

- Force F4 / F5: horizontal load, perpendicular to the inner plate (if any) or to the longest side of the lower plate

F1

F2 / F3

F4 / F5

Page 47


Increase through linear interpolation of the load-carrying capacity under compressive or horizontal load for the case of steel failure being decisive for height-adjustable post bases:

The load-carrying capacity under compressive or horizontal load, for which steel failure is decisive at a maximum adjustment height (see blue cells in design value tables, p. 11 to 39) can be increased for smaller adjustment heights by linear interpolation.

Example using the threaded rod post base 1016.20:

Characteristic compressive load-carrying capacity at steel failure:

- at maximum adjustment height (a = 500 mm): F1,Rk, steel failure (Compression) = 43,9kN

- at adjustment height a = 250 mm: F1,Rk, steel failure (Compression) = 80,8kN

- at adjustment height a = 300 mm:

Design value of the compressive load-carrying capacity at steel failure with a = 300 mm:

Design value of the compressive load-carrying capacity at timber failure:

Medium LDC in service class 1 or 2:

The design value of the compressive load-carrying capacity of the post base 1016.20 with medium load duration class in service class 1 or 2 at an adjustment height of a = 300 mm is therefore 55.4kN (timber failure).

Note: This method can be used to increase the compressive load-carrying capacity with medium, short and instantaneous LDC of the following post bases:

11013.1500, 11016.1500, 10921.1400, 10921.1406, 10930.1300, 10931.1300

Increasing the compressive load-carrying capacity with short and instantaneous LDC is possible for the following additional post bases:

10930.1200, 10921.1206, 10921.1306, 11013.1300



Characteristic load-carrying capacity in kN per post base

Post bases F1 (Compression) F1 (Tension)*** F2/F3 F4/F5

Item no. new Item no. old Timber Steel Timber Steel Timber Steel Timber Steel

11001.00001001.00 90,0 93,0 - 16,3 30,4 - 10,0 3,5 - 10,0 3,5 -

gM gM,1 - gM(C) gM,0 - gM gM,0 - gM gM,0 -

11003.00001003.00 90,0 93,0 - 16,3 30,4 - 12,6 2,2 - 5,9 3,2 -


11005.00001005.00 90,0 93,0 - 16,3 16,6 - 10,0 3,2 - 10,0 3,2 -


11007.00001007.00 90,0 93,0 - 16,3 16,6 - 10,0 2,2 - 10,0 3,1 -


11008.12501008.08 381,5 279,3 - 16,3 - - 10,0 14,8 - 10,0 14,8* -


11013.1100 1014.00

a ≤ 150 mm (a = Clearance between base plate and foundation)

Nut, welded 90,0 94,9 - 16,3 7,4* - 10,0 2,8 3,5 10,0 1,7* 3,5

Tension lug

90,0 94,9 - 8,7 3,6 4,5 10,0 2,8 3,5 10,0 1,7* 3,5


90,0 103,8 - - - - 10,0 5,6 7,0 10,0 3,4* 7,0

Nut, welded 90,0 103,8 - 16,3 7,4* - 10,0 5,6 7,0 10,0 3,4* 7,0

Tension lug

90,0 103,8 - 8,7 3,6 4,5 10,0 5,6 7,0 10,0 3,4* 7,0

gM gM,1 - gM(C) gM,0 gM,2 gM gM,0 gM,2 gM gM,0 gM,2

11013.1180 1014.08


Nut, welded 56,5 94,9 - 16,3 7,4* - 6,9 2,8 3,5 6,9 1,7* 3,5

Tension lug

56,5 94,9 - 8,7 3,6 4,5 6,9 2,8 3,5 6,9 1,7* 3,5


56,5 103,8 - - - - 6,9 5,6 7,0 6,9 3,4* 7,0

Nut, welded 56,5 103,8 - 16,3 7,4* - 6,9 5,6 7,0 6,9 3,4* 7,0

Tension lug

56,5 103,8 - 8,7 3,6 4,5 6,9 5,6 7,0 6,9 3,4* 7,0


* In case of a longer ground plate l = 220 mm, the values have to be reduced with a factor of 0,6 *** The load-carrying capacity in the load case F1 (Tension) applies only for the load duration classes short and very short

Page 49





11013.0200 1015.00


Nut, welded 90,0 80,8 - 16,3 16,8 - 10,0 1,8 2,1 10,0 1,8 2,1

Tension lug 90,0 80,8 - 8,7 3,6 4,5 10,0 1,8 2,1 10,0 1,8 2,1


90,0 98,2 - - - - 10,0 3,4 4,2 10,0 3,4 4,2

Nut, welded 90,0 98,2 - 16,3 16,8 - 10,0 3,4 4,2 10,0 3,4 4,2

Tension lug 90,0 98,2 - 8,7 3,6 4,5 10,0 3,4 4,2 10,0 3,4 4,2


11013.0280 1015.08


Nut, welded 56,5 80,8 - 16,3 16,8 - 6,9 1,8 2,1 6,9 1,8 2,1

Tension lug 56,5 80,8 - 8,7 3,6 4,5 6,9 1,8 2,1 6,9 1,8 2,1


56,5 98,2 - - - - 6,9 3,4 4,2 6,9 3,4 4,2

Nut, welded 56,5 98,2 - 16,3 16,8 - 6,9 3,4 4,2 6,9 3,4 4,2

Tension lug 56,5 98,2 - 8,7 3,6 4,5 6,9 3,4 4,2 6,9 3,4 4,2


11013.1200 1016.00


Nut, welded 90,0 80,8 - 16,3 7,4* - 10,0 1,7 2,1 10,0 1,0* 2,1

Tension lug 90,0 80,8 - 8,7 3,6 4,5 10,0 1,7 2,1 10,0 1,0* 2,1


90,0 98,2 - - - - 10,0 3,4 4,2 10,0 2,0* 4,2

Nut, welded 90,0 98,2 - 16,3 7,4* - 10,0 3,4 4,2 10,0 2,0* 4,2

Tension lug 90,0 98,2 - 8,7 3,6 4,5 10,0 3,4 4,2 10,0 2,0* 4,2


* In the case of the lower plate being larger, l = 220 mm, the values must be reduced by the factor 0.6 *** The load-carrying capacity in the load case F1 (Tension) applies only for the load duration classes short and very short






11013.1280 1016.08


Nut, welded 56,5 80,8 - 16,3 7,4* - 6,9 1,7 2,1 6,9 1,0* 2,1

Tension lug 56,5 80,8 - 8,7 3,6 4,5 6,9 1,7 2,1 6,9 1,0* 2,1


56,5 98,2 - - - - 6,9 3,4 4,2 6,9 2,0* 4,2

Nut, welded 56,5 98,2 - 16,3 7,4* - 6,9 3,4 4,2 6,9 2,0* 4,2

Tension lug 56,5 98,2 - 8,7 3,6 4,5 6,9 3,4 4,2 6,9 2,0* 4,2


11013.1300 1016.10


Nut, welded 90,0 68,2 - 16,3 7,4* - 10,0 1,3 1,6 10,0 0,8* 1,6

Tension lug 90,0 68,2 - 8,7 3,6 4,5 10,0 1,3 1,6 10,0 0,8* 1,6


90,0 92,9 - - - - 10,0 2,6 3,2 10,0 1,5* 3,2

Nut, welded 90,0 92,9 - 16,3 7,4* - 10,0 2,6 3,2 10,0 1,5* 3,2

Tension lug 90,0 92,9 - 8,7 3,6 4,5 10,0 2,6 3,2 10,0 1,5* 3,2


11013.1380 1016.18


Nut, welded 56,5 68,2 - 16,3 7,4* - 6,9 1,3 1,6 6,9 0,8* 1,6

Tension lug 56,5 68,2 - 8,7 3,6 4,5 6,9 1,3 1,6 6,9 0,8* 1,6


56,5 92,9 - - - - 6,9 2,6 3,2 6,9 1,5* 3,2

Nut, welded 56,5 92,9 - 16,3 7,4* - 6,9 2,6 3,2 6,9 1,5* 3,2

Tension lug 56,5 92,9 - 8,7 3,6 4,5 6,9 2,6 3,2 6,9 1,5* 3,2


* In the case of the lower plate being larger, l = 220 mm, the values must be reduced by the factor 0.6 *** The load-carrying capacity in the load case F1 (Tension) applies only for the load duration classes short and very short

Page 51





11013.1500 1016.20


Nut, welded 90,0 43,9 - 16,3 7,4* - 10,0 0,8 1,1 10,0 0,5* 1,1

Tension lug 90,0 43,9 - 8,7 3,6 4,5 10,0 0,8 1,1 10,0 0,5* 1,1


90,0 80,8 - - - - 10,0 1,7 2,1 10,0 1,0* 2,1

Nut, welded 90,0 80,8 - 16,3 7,4* - 10,0 1,7 2,1 10,0 1,0* 2,1

Tension lug 90,0 80,8 - 8,7 3,6 4,5 10,0 1,7 2,1 10,0 1,0* 2,1


11013.1580 1016.28


Nut, welded 56,5 43,9 - 16,3 7,4* - 6,9 0,8 1,1 6,9 0,5* 1,1

Tension lug 56,5 43,9 - 8,7 3,6 4,5 6,9 0,8 1,1 6,9 0,5* 1,1


56,5 80,8 - - - - 6,9 1,7 2,1 6,9 1,0* 2,1

Nut, welded 56,5 80,8 - 16,3 7,4* - 6,9 1,7 2,1 6,9 1,0* 2,1

Tension lug 56,5 80,8 - 8,7 3,6 4,5 6,9 1,7 2,1 6,9 1,0* 2,1


11016.1200 1016.30


Nut, welded 159,2 141,5 - 16,3 20,6* - 13,1 3,6 3,3 13,1 2,8* 3,3

Tension lug 159,2 141,5 - 8,7 7,9 9,4 13,1 3,6 3,3 13,1 2,8* 3,3


159,2 162,6 - - - - 13,1 9,4 6,6 13,1 5,6* 6,6

Nut, welded 159,2 162,6 - 16,3 20,6* - 13,1 9,4 6,6 13,1 5,6* 6,6

Tension lug 159,2 162,6 - 8,7 7,9 9,4 13,1 9,4 6,6 13,1 5,6* 6,6


* In case of a longer ground plate l = 220 mm, the values have to be reduced with a factor of 0,6 *** The load-carrying capacity in the load case F1 (Tension) applies only for the load duration classes short and very short






11016.1300 1016.31


Nut, welded159,2 126,6 - 16,3 20,6* - 13,1 2,7 2,5 13,1 2,1* 2,5

Tension lug 159,2 126,6 - 8,7 7,9 9,4 13,1 2,7 2,5 13,1 2,1* 2,5


159,2 156,0 - - - - 13,1 5,5 5,0 13,1 4,3* 5,0

Nut, welded159,2 156,0 - 16,3 20,6* - 13,1 5,5 5,0 13,1 4,3* 5,0

Tension lug 159,2 156,0 - 8,7 7,9 9,4 13,1 5,5 5,0 13,1 4,3* 5,0


11016.1500 1016.32


Nut, welded159,2 92,9 - 16,3 20,6* - 13,1 1,8 1,7 13,1 1,4* 1,7

Tension lug 159,2 92,9 - 8,7 7,9 9,4 13,1 1,8 1,7 13,1 1,4* 1,7


159,2 141,5 - - - - 13,1 3,6 3,3 13,1 2,8* 3,3

Nut, welded159,2 141,5 - 16,3 20,6* - 13,1 3,6 3,3 13,1 2,8* 3,3

Tension lug 159,2 141,5 - 8,7 7,9 9,4 13,1 3,6 3,3 13,1 2,8* 3,3


With maximum clearance between base plate and foundation**

10920.1000 10920.00 90,0 87,4 - 16,3 7,4* - 11,0 2,1 2,2 11,0 1,2* -

10920.1100 10920.00 A 90,0 83,8 - 16,3 7,4* - 11,0 1,8 2,0 11,0 1,1* -

10920.1200 10920.00 B 90,0 74,6 - 16,3 7,4* - 11,0 1,5 1,6 11,0 0,9* -

10920.1300 10920.00 C 90,0 69,8 - 16,3 7,4* - 11,0 1,3 1,4 11,0 0,8* -

10920.1400 10920.00 D 90,0 58,8 - 16,3 7,4* - 11,0 1,1 1,2 11,0 0,6* -

10920.1003 10920.30 146,1 148,5 - 16,3 20,6* - 13,1 4,3 3,8 13,1 3,3* 3,8

gM gM,1 - gM(C) gM,0 - gM gM,0 gM,2 gM gM,0 gM,2

With minimum clearance between base plate and foundation**

10920.1000 10920.00 90,0 96,2 - 16,3 7,4* - 11,0 3,0 3,2 11,0 1,8* -

10920.1100 10920.00 A 90,0 92,9 - 16,3 7,4* - 11,0 2,6 2,7 11,0 1,5* -

10920.1200 10920.00 B 90,0 84,5 - 16,3 7,4* - 11,0 1,9 2,0 11,0 1,1* -

10920.1300 10920.00 C 90,0 80,0 - 16,3 7,4* - 11,0 1,7 1,8 11,0 0,9* -

10920.1400 10920.00 D 90,0 69,0 - 16,3 7,4* - 11,0 1,4 1,4 11,0 0,8* -

10920.1003 10920.30 146,1 158,5 - 16,3 20,6* - 13,1 6,0 5,4 13,1 4,7* 5,4


* In case of a longer ground plate l = 220 mm, the values have to be reduced with a factor of 0,6 ** Linear interpolation may be applied for interim values *** The load-carrying capacity in load case F1 (Tension) is only valid in short-term and instantaneous load-duration classes

Page 53





With maximum clearance between base plate and foundation**

10921.1000 10921.00 90,0 87,4 68,6 16,3 7,4* - 10,0 2,1 2,2 10,0 1,2* -

10921.1100 10921.00 A 90,0 83,8 68,6 16,3 7,4* - 10,0 1,8 2,0 10,0 1,1* -

10921.1200 10921.00 B 90,0 74,6 68,6 16,3 7,4* - 10,0 1,5 1,6 10,0 0,9* -

10921.1300 10921.00 C 90,0 69,8 68,6 16,3 7,4* - 10,0 1,3 1,4 10,0 0,8* -

10921.1400 10921.00 D 90,0 58,8 68,6 16,3 7,4* - 10,0 1,1 1,2 10,0 0,6* -

10921.1600 10921.10 90,0 102,7 68,6 16,3 7,4* - 10,0 4,7 5,0 10,0 2,8* -

10921.1003 10921.30 131,1 148,5 97,9 16,3 20,6* - 10,0 4,3 3,8 10,0 3,3* 3,8

10921.1006 10921.36 185,7 164,2 171,4 16,3 - - 10,0 4,9 3,9 10,0 4,9 3,9

10921.1106 10921.36 A 185,7 147,6 171,4 16,3 - - 10,0 4,2 3,5 10,0 4,2 3,5

10921.1206 10921.36 B 185,7 137,0 171,4 16,3 - - 10,0 3,3 2,8 10,0 3,3 2,8

10921.1306 10921.36 C 185,7 131,4 171,4 16,3 - - 10,0 3,0 2,6 10,0 3,0 2,6

10921.1406 10921.36 D 185,7 117,8 171,4 16,3 - - 10,0 2,5 2,1 10,0 2,5 2,1

10921.1104 10921.40 90,0 80,8 68,6 16,3 7,4* - 10,0 1,7 1,8 10,0 1,0* -



10921.1000 10921.00 90,0 96,2 68,6 16,3 7,4* - 10,0 3,0 3,2 10,0 1,8* -

10921.1100 10921.00 A 90,0 92,9 68,6 16,3 7,4* - 10,0 2,6 2,7 10,0 1,5* -

10921.1200 10921.00 B 90,0 84,5 68,6 16,3 7,4* - 10,0 1,9 2,0 10,0 1,1* -

10921.1300 10921.00 C 90,0 80,0 68,6 16,3 7,4* - 10,0 1,7 1,8 10,0 0,9* -

10921.1400 10921.00 D 90,0 69,0 68,6 16,3 7,4* - 10,0 1,4 1,4 10,0 0,8* -

10921.1600 10921.10 90,0 103,8 68,6 16,3 7,4* - 10,0 5,3 5,6 10,0 3,2* -

10921.1003 10921.30 131,1 158,5 97,9 16,3 20,6* - 10,0 6,0 5,4 10,0 4,7* 5,4

10921.1006 10921.36 185,7 175,3 171,4 16,3 - - 10,0 7,0 5,4 10,0 7,0 5,4

10921.1106 10921.36 A 185,7 157,7 171,4 16,3 - - 10,0 5,5 4,7 10,0 5,5 4,7

10921.1206 10921.36 B 185,7 147,6 171,4 16,3 - - 10,0 4,2 3,5 10,0 4,2 3,5

10921.1306 10921.36 C 185,7 142,4 171,4 16,3 - - 10,0 3,7 3,1 10,0 3,7 3,1

10921.1406 10921.36 D 185,7 129,5 171,4 16,3 - - 10,0 3,0 2,5 10,0 3,0 2,5

10921.1104 10921.40 90,0 90,2 68,6 16,3 7,4* - 10,0 2,3 2,4 10,0 1,4* -








10930 Maximum clearance between base plate and foundation see Table A.1

10950.7042 10930.35 90,0 106,5 - 16,3 106,5 86,7 7,3 6,2 - 7,3 6,2 -

10950.7052 10930.45 90,0 106,5 - 16,3 106,5 86,7 7,3 4,4 - 7,3 4,4 -

10950.1412 10930.50 90,0 106,5 - 16,3 41,8 - 7,3 7,3 - 7,3 7,3 -

10950.1422 10930.51 90,0 106,5 - 16,3 41,8 - 7,3 5,6 - 7,3 5,6 -

10950.1432 10930.52 90,0 106,5 - 16,3 41,8 - 7,3 4,5 - 7,3 4,5 -

10950.1612 10930.55 90,0 106,5 - 16,3 25,6* - 7,3 6,4 - 7,3 3,8* -

10950.1622 10930.56 90,0 106,5 - 16,3 25,6* - 7,3 4,9 - 7,3 3,0* -

10950.1632 10930.57 90,0 106,5 - 16,3 25,6* - 7,3 3,9 - 7,3 2,3* -

10950.2402 10930.70 90,0 101,4 - 16,3 103,8 88,1 7,3 2,4 - 7,3 2,4 -

10950.3402 10930.71 90,0 90,8 - 16,3 103,8 88,1 7,3 1,5 - 7,3 1,5 -

10950.2302 10930.73 122,8 166,1 - 16,3 - 88,1 7,3 4,7 - 7,3 4,7 -

10950.3302 10930.74 122,8 153,5 - 16,3 - 88,1 7,3 2,9 - 7,3 2,9 -

gM gM,1 - gM(C) gM,0 gM,2 gM gM,0 gM,2 gM gM,0 -

10930 With maximum clearance between base plate and foundation**

10930.1000 10930.00 90,0 75,2 - 16,3 13,2* - 7,3 1,6 1,6 7,3 1,6* 1,6

10930.1100 10930.00 A 90,0 71,2 - 16,3 13,2* - 7,3 1,4 1,5 7,3 1,4* 1,5

10930.1200 10930.00 B 90,0 61,7 - 16,3 13,2* - 7,3 1,2 1,2 7,3 1,2* 1,2

10930.1300 10930.00 C 90,0 57,2 - 16,3 13,2* - 7,3 1,1 1,1 7,3 1,1* 1,1

10930.1600 10930.10 90,0 87,9 - 16,3 13,2* - 7,3 2,2 2,3 7,3 2,2* 2,3

10930.1003 10930.30 125,8 154,6 - 16,3 20,6* - 7,3 3,2 2,8 7,3 2,5* 2,8

10930.1006 10930.36 168,6 154,6 - 16,3 - - 7,3 3,7 3,1 7,3 3,7 3,1

10930.1106 10930.36 A 168,6 140,3 - 16,3 - - 7,3 2,8 2,5 7,3 2,8 2,5

10930.1206 10930.36 B 168,6 129,2 - 16,3 - - 7,3 2,4 2,1 7,3 2,4 2,1

10930.1306 10930.36 C 168,6 123,3 - 16,3 - - 7,3 2,2 1,9 7,3 2,2 1,9


10930 With minimum clearance between base plate and foundation**

10930.1000 10930.00 90,0 92,0 - 16,3 13,2* - 7,3 2,6 2,6 7,3 2,6* 2,6

10930.1100 10930.00 A 90,0 88,6 - 16,3 13,2* - 7,3 2,3 2,3 7,3 2,3* 2,3

10930.1200 10930.00 B 90,0 79,8 - 16,3 13,2* - 7,3 1,8 1,8 7,3 1,8* 1,8

10930.1300 10930.00 C 90,0 75,2 - 16,3 13,2* - 7,3 1,6 1,6 7,3 1,6* 1,6

10930.1600 10930.10 90,0 99,9 - 16,3 13,2* - 7,3 4,1 4,0 7,3 4,1* 4,0

10930.1003 10930.30 125,8 172,2 - 16,3 20,6* - 7,3 4,6 4,1 7,3 3,6* 4,1

10930.1006 10930.36 168,6 172,2 - 16,3 - - 7,3 5,5 5,6 7,3 5,5 5,6

10930.1106 10930.36 A 168,6 156,5 - 16,3 - - 7,3 3,9 3,5 7,3 3,9 3,5

10930.1206 10930.36 B 168,6 146,4 - 16,3 - - 7,3 3,1 2,8 7,3 3,1 2,8

10930.1306 10930.36 C 168,6 141,2 - 16,3 - - 7,3 2,8 2,5 7,3 2,8 2,5



Page 55






10931.1000 10931.00 90,0 75,2 - 16,3 13,2* - 10,0 1,6 1,6 10,0 1,6* 1,6

10931.1100 10931.00 A 90,0 71,2 - 16,3 13,2* - 10,0 1,4 1,5 10,0 1,4* 1,5

10931.1200 10931.00 B 90,0 61,7 - 16,3 13,2* - 10,0 1,2 1,2 10,0 1,2* 1,2

10931.1300 10931.00 C 90,0 57,2 - 16,3 13,2* - 10,0 1,1 1,1 10,0 1,1* 1,1

10931.1600 10931.10 90,0 87,9 - 16,3 13,2* - 10,0 2,2 2,3 10,0 2,2* 2,3

10931.1003 10931.30 122,8 154,6 - 16,3 20,6* - 10,0 3,2 2,8 10,0 2,5* 2,8

10931.1006 10931.36 168,6 154,6 - 16,3 - - 10,0 3,7 3,1 10,0 3,7 3,1

10931.1106 10931.36 A 168,6 140,3 - 16,3 - - 10,0 2,8 2,5 10,0 2,8 2,5

10931.1206 10931.36 B 168,6 129,2 - 16,3 - - 10,0 2,4 2,1 10,0 2,4 2,1

10931.1306 10931.36 C 168,6 123,3 - 16,3 - - 10,0 2,2 1,9 10,0 2,2 1,9


10931 With minimum clearance between base plate and foundation**

10931.1000 10931.00 90,0 92,0 - 16,3 13,2* - 10,0 2,6 2,6 10,0 2,6* 2,6

10931.1100 10931.00 A 90,0 88,6 - 16,3 13,2* - 10,0 2,3 2,3 10,0 2,3* 2,3

10931.1200 10931.00 B 90,0 79,8 - 16,3 13,2* - 10,0 1,8 1,8 10,0 1,8* 1,8

10931.1300 10931.00 C 90,0 75,2 - 16,3 13,2* - 10,0 1,6 1,6 10,0 1,6* 1,6

10931.1600 10931.10 90,0 99,9 - 16,3 13,2* - 10,0 4,1 4,0 10,0 4,1* 4,0

10931.1003 10931.30 122,8 172,2 - 16,3 20,6* - 10,0 4,6 4,1 10,0 3,6* 4,1

10931.1006 10931.36 168,6 172,2 - 16,3 - - 10,0 5,5 5,6 10,0 5,5 5,6

10931.1106 10931.36 A 168,6 156,5 - 16,3 - - 10,0 3,9 3,5 10,0 3,9 3,5

10931.1206 10931.36 B 168,6 146,4 - 16,3 - - 10,0 3,1 2,8 10,0 3,1 2,8

10931.1306 10931.36 C 168,6 141,2 - 16,3 - - 10,0 2,8 2,5 10,0 2,8 2,5








10950.1413 10933.00 90,0 106,5 - 16,3 41,8 - 10,0 7,3 - 10,0 7,3 -

10950.1423 10933.10 90,0 106,5 - 16,3 41,8 - 10,0 5,6 - 10,0 5,6 -

10950.1433 10933.20 90,0 106,5 - 16,3 41,8 - 10,0 4,5 - 10,0 4,5 -

10950.1613 10933.50 90,0 106,5 - 16,3 25,6* - 10,0 6,4 - 10,0 3,8* -

10950.1623 10933.60 90,0 106,5 - 16,3 25,6* - 10,0 4,9 - 10,0 3,0* -

10950.1633 10933.70 90,0 106,5 - 16,3 25,6* - 10,0 3,9 - 10,0 2,3* -


10934.2403 10934.00 90,0 101,4 - 16,3 103,8 88,1 10,0 2,4 - 10,0 2,4 -

10934.3403 10934.10 90,0 90,8 - 16,3 103,8 88,1 10,0 1,5 - 10,0 1,5 -

10934.2303 10934.30 122,8 166,1 - 16,3 - 88,1 10,0 4,7 - 10,0 4,7 -

10934.3303 10934.31 122,8 153,5 - 16,3 - 88,1 10,0 2,9 - 10,0 2,9 -

gM gM,1 - gM(C) gM,0 gM,2 gM gM,0 - gM gM,0 -

10950.7043 10935.00 90,0 106,5 - 16,3 106,5 86,7 10,0 6,2 - 10,0 6,2 -

10950.7041 10935.50 90,0 106,5 - 16,3 106,5 86,7 10,0 6,2 - 10,0 6,2 -


10950.7053 10945.00 90,0 106,5 - 16,3 106,5 86,7 10,0 4,4 - 10,0 4,4 -

10950.7051 10945.50 90,0 106,5 - 16,3 106,5 86,7 10,0 4,4 - 10,0 4,4 -


10950.1411 10950.00 90,0 106,5 - 16,3 41,8 - 10,0 7,3 - 10,0 7,3 -

10950.1421 10950.10 90,0 106,5 - 16,3 41,8 - 10,0 5,6 - 10,0 5,6 -

10950.1431 10950.20 90,0 106,5 - 16,3 41,8 - 10,0 4,5 - 10,0 4,5 -

10950.1611 10950.50 90,0 106,5 - 16,3 25,6* - 10,0 6,4 - 10,0 3,8* -

10950.1621 10950.60 90,0 106,5 - 16,3 25,6* - 10,0 4,9 - 10,0 3,0* -

10950.1631 10950.70 90,0 106,5 - 16,3 25,6* - 10,0 3,9 - 10,0 2,3* -


10952.1000 10952.00 90,0 118,7 83,8 16,3 11,8* - 10,0 2,5 - 10,0 2,5* -

gM gM,1 gM,2 gM(C) gM,0 - gM gM,0 - gM gM,0 -

* In case of a longer ground plate l = 220 mm, the values have to be reduced with a factor of 0,6 *** The load-carrying capacity in load case F1 (Tension) is only valid in short-term and instantaneous load-duration classes

Page 57


2. Characteristic load-carrying capacity of the post bases acc. to EurocodeCharacteristic Compressive load-carrying capacity of the post bases acc. to Eurocode in kN

Post bases F1 (Compression)

Item no. new Item no. old max. height [mm] Timber Steel Steel

11000.0000 1000.00 100 59,2 37,4 40,5

gM gM,1 gM,0

11001.2000 1001.20 200 90,0 70,6 90,0

gM gM,1 gM,0

11002.0000 1002.00 125 90,0 74,7 90,0

gM gM,1 gM,0

11004.0000 1004.00 125 90,0 74,7 90,0

gM gM,1 gM,0

11006.0000 1006.00 160 90,0 72,8 90,0

gM gM,1 gM,0

11009.0100 1009.00 150 90,0 63,7 90,0

gM gM,1 gM,0

11009.0180 1009.80 150 57,7 63,7 34,1

gM gM,1 gM,0

11009.1100 1010.00 150 90,0 63,7 90,0

gM gM,1 gM,0

11009.0200 1011.00 250 90,0 37,3 90,0

gM gM,1 gM,0

11009.1200 1012.00 250 90,0 37,3 90,0

gM gM,1 gM,0

11013.0100 1013.00 150 90,0 103,0 90,0

gM gM,1 gM,0

11019.0000 1019.00 125 79,4 60,4 55,0

gM gM,1 gM,0

11020.0000 1020.00 160 145,5 75,9 73,6

gM gM,1 gM,0

11021.0000 1021.00 160 145,5 75,9 73,6

gM gM,1 gM,0

11022.0000 1022.00 100 90,0 76,1 90,0

gM gM,1 gM,0

11022.1000 1022.10 200 90,0 70,6 90,0

gM gM,1 gM,0

11022.2000 1022.20 300 90,0 64,9 90,0

gM gM,1 gM,0



11023.0000 1023.00 100 55,4 109,4 44,0

gM gM,1 gM,0

11023.1000 1023.10 200 55,4 56,8 44,0

gM gM,1 gM,0

- 1050.00 200 62,4 85,5 52,3

- 1050.00 A 250 62,4 65,3 52,3

- 1050.00 B 280 62,4 57,0 52,3

- 1050.00 C 350 62,4 42,0 52,3

gM gM,1 gM,0

- 1051.00 200 59,2 85,5 45,8

- 1051.00 A 250 59,2 65,3 45,8

- 1051.00 B 280 59,2 57,0 45,8

- 1051.00 C 350 59,2 42,0 45,8

gM gM,1 gM,0

- 1052.00 200 64,8 85,5 52,3

- 1052.00 A 250 64,8 65,3 52,3

- 1052.00 B 280 64,8 57,0 52,3

- 1052.00 C 350 64,8 42,0 52,3

gM gM,1 gM,0

- 1060.00 200 90,0 85,5 90,0

- 1060.00 A 250 90,0 65,3 90,0

- 1060.00 B 280 90,0 57,0 90,0

- 1060.00 C 350 90,0 42,0 90,0

gM gM,1 gM,0

- 1061.00 200 90,0 85,5 90,0

- 1061.00 A 250 90,0 65,3 90,0

- 1061.00 B 280 90,0 57,0 90,0

- 1061.00 C 350 90,0 42,0 90,0

gM gM,1 gM,0

- 1061.10 200 90,0 85,5 90,0

- 1061.10 A 250 90,0 65,3 90,0

- 1061.10 B 280 90,0 57,0 90,0

- 1061.10 C 350 90,0 42,0 90,0

gM gM,1 gM,0





- 1062.00 200 97,0 85,5 51,9

- 1062.00 A 250 97,0 65,3 51,9

- 1062.00 B 280 97,0 57,0 51,9

- 1062.00 C 350 97,0 42,0 51,9

gM gM,1 gM,0

- 1070.00 200 90,0 85,5 90,0

- 1070.00 A 250 90,0 65,3 90,0

- 1070.00 B 280 90,0 57,0 90,0

- 1070.00 C 350 90,0 42,0 90,0

gM gM,1 gM,0

- 1071.00 200 90,0 85,5 90,0

- 1071.00 A 250 90,0 65,3 90,0

- 1071.00 B 280 90,0 57,0 90,0

- 1071.00 C 350 90,0 42,0 90,0

gM gM,1 gM,0

- 1071.10 200 90,0 85,5 90,0

- 1071.10 A 250 90,0 65,3 90,0

- 1071.10 B 280 90,0 57,0 90,0

- 1071.10 C 350 90,0 42,0 90,0

gM gM,1 gM,0



- 1072.00 200 102,6 85,5 52,3

- 1072.00 A 250 102,6 65,3 52,3

- 1072.00 B 280 102,6 57,0 52,3

- 1072.00 C 350 102,6 42,0 52,3

gM gM,1 gM,0

- 1073.00 200 134,1 85,5 52,3

- 1073.00 A 250 134,1 65,3 52,3

- 1073.00 B 280 134,1 57,0 52,3

- 1073.00 C 350 134,1 42,0 52,3

gM gM,1 gM,0

10900.0000 10900.00 180 90,0 54,0 90,0

gM gM,1 gM,0

10901.0000 10901.00 180 90,0 54,0 90,0

gM gM,1 gM,0

10980.0080 10980.00 180 62,4 54,0 34,1

gM gM,1 gM,0

3. Characteristic load-carrying capacity of the post-purlin connectors acc. to ETA-10/0413 (CE)Characteristic Compressive load-carrying capacity of the post-purlin connectors in kN

post-purlin connectors F1 (Compression) F1 (Tension)*** F2/F3 F4/F5


88710.0000 8710 to calcu-latein acc. with EC5

- 16,3 16,7 - 7,3 - - 6,3 - -

- gM(C) gM,0 - gM - - gM(C) - -

88712.0000 8712 to calculate in acc. with EC5

- 16,3 - - 7,3 - - 7,3 - -

- gM(C) - - gM - - gM - -

88716.0000 8716 to calcu-latein acc. with EC5

- 16,3 - - 7,3 - - 7,3 - -

- gM(C) - - gM - - gM - -

*** The load-carrying capacity in load case F1 (Tension) is only valid in short-term and instantaneous load-duration classes

Characteristic Compressive load-carrying capacity of the post bases acc. to Eurocode in kN

Page 59


4. Characteristic load-carrying capacity of post bases, Plug-in system ZThe following values come from preliminary tests at the Technical Test and Research Institute (in German: Technische Versuchs- und For-schungsanstalt: TVFA) Innsbruck (Austria).

Post bases F1 (Compression) F1(Tension)*** F2/F3 F4/F5

Type Item no. Timber Steel Timber Steel Timber Steel Timber Steel


10521.1090 126,0 126,0 16,3 13,2* 10,0 2,1 2,2 10,0 1,2* -

gm gm,1 gm(C) gm,0 gm gm,0 gm,2 gm gm,0 gm,2


10521.1090 126,0 126,0 16,3 13,2* 10,0 3,0 3,2 10,0 1,8* -

gm gm,1 gm(C) gm,0 gm gm,0 gm,2 gm gm,0 gm,2

* In case of a longer ground plate l = 220 mm, the values have to be reduced with a factor of 0,6

** Linear interpolation may be applied for interim values

*** The load-carrying capacity in load case F1 (Tension) is only valid in short-term and instantaneous load-duration classes

We recommend our distributor:

PitzlMetallbauGmbH & Co. KG

DIN18800

Fast, simple and precise: for the best result

• Wood connectors• Post bases• Balcony posts / fence posts• Tools / accessories• always up to date with www.pitzl-connectors.com

Manufacturer:

Pitzl Metallbau GmbH & Co. KGSiemensstraße 26

84051 Altheim - Germany

Tel.: +49 8703 9346-0

Telefax: +49 8703 9346-55

Email: [email protected]

www.pitzl-connectors.com

For more information and technical details, downloads and helpful video tutorials: www.pitzl-connectors.com.Alternatively, our competent staff are always available for advice: +49 8703 9346-0.

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Design Manual - Post bases · Design Manual - Post bases Innovative wood connection systems for highest requirements