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Design Manual – Post bases



Seite 2

PitzlMetallbauGmbH&Co. KG

DIN18800

For more information and technical details, downloads and helpful video tutorials: www.pitzl.deAlternatively, our competent staff are always available for advice:

+49 8703 9346-0 or via e-mail to [email protected]

Fast, simple and precise: for the best result

Welcome tothe world of PITZL

Post bases

This is Pitzl

ETA-10/0413European Technical Approval

All post bases and post-purlin connectors of Pitzl GmbH & Co. KG have been approved through ETA -10/0413

Holder of approval:

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

Tel.: +49 (0) 8703 9346-0, Fax: +49 (0) 8703 9346-55, Internet: www.pitzl.de

Generic 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 GmbH & Co. KG, Siemensstraße 26, DE-84051 Altheim

As a leading full-range supplier for wood connection systems, 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.



Seite 3


DIN18800



Post bases

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

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





DIN18800




A/ Design values

1. GeneralPitzl post bases are intended to fasten timber pillars and posts asload-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 determinedthrough static calculations and approval notifications referring to thepost 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 accordancewith 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 ³ 100 mm)acc. to EN 14592 or ETA, dowels Ø12 mm with Rm ³ 360 N/mm²

• Steel quality of the post bases and SPP connectors:steel grade S235JR acc. to EN 10025-2:2005-04 R

eH ³ 235 N/mm²,

Rm ³ 360 N/mm²

steel grade 1.4301 acc. to EN 10088-3:2005-09 Rp0,2

³ 190 N/mm²and Rm ³ 500 N/mm²

• Threaded rod:Strength class 4.8 acc. to DIN EN ISO 898-1:2009-08R

pf ³ 320 N/mm² and R

m ³ 400 N/mm², for stainless steel:

Property class 70 acc. to EN ISO 3506-1:2009

• Tube profile:Steel grade P235 acc. to EN 10216-1:2004 or EN 10217-1:2005R

eH ³ 235 N/mm², R

m ³ 360 N/mm²

Fasteners:

Dowels, Ø12 mm, fully-threaded wood screws (plate screws for postbases and countersunk head screws for the SPP connectors), Ø10 xmin. 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 theprovisions in EN 1995-1-1, Fig. 10.4.5. Alternatively, the pre-drillingdetails in the screws' ETA should be observed.

Posts:

The characteristic values for solid timber of strength class C24according to EN 338:2003-09 were used as the basis for the posts.The minimum dimensions for the posts must be observed here. Theend grain face of the post has to lie flat against the base plate, unlessstated 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 intothe 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. Unintendedskewed positioning of the support was not taken into account whendetermining the load-carrying capacities. The post base shall beinstalled centrically in the crosssection of the timber column and withthe end grain plane on the base plate.

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







DIN18800

Corrosion protection:

Zinc coating protects the post bases from corrosion. If the post basesare 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 70microns in accordance with EN ISO 1461 or through ZiNiP coatingwith a minimum thickness of 8 microns. Fasteners must also beprotected by zinc coating for outdoor use (zinc-coating Fe/Zn 25c inaccordance 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 ofthe post bases in the foundation. It must be checked by the designerof the structure to ensure it is not less than the post base capacityand, if necessary, the post base capacity reduced accordingly. (Load-carrying capacity of the bolt anchors: cf. p.9)



Fast, simple and precise: for the best resultDesign Manual – Post bases


DIN18800



Post bases Post

Type Item no.Adjustment range[mm]

min w/h [mm]

1001 1001.00 125 120/120

1003 1003.00 125 120/120

1005 1005.00 160 140/140

1007 1007.00 160 140/140

1008 1008.08 250 150/150

10141014.00 40 - 156 120/120

1014.08 40 - 156 100/100

10151015.00 40 - 256 120/120

1015.08 40 - 256 100/100

1016

1016.00 40 - 256 120/120

1016.10 40 - 336 120/120

1016.20 40 - 506 120/120

1016.08 40 - 256 100/100

1016.18 40 - 336 100/100

1016.28 40 - 506 100/1001016.30 40 - 260 120/120

1016.31 40 - 340 120/120

1016.32 40 - 510 120/120

10920

10920.00 142 - 207 120/120

10920.00 A 167 - 232 120/120

10920.00 B 227 - 292 120/120

10920.00 C 257 - 322 120/120

10920.00 D 327 - 392 120/120

10920.30 150 - 210 120/120

Post bases Post


min w/h [mm]

10921

10921.00 142 - 207 120/120

10921.00 A 167 - 232 120/120

10921.00 B 227 - 292 120/120

10921.00 C 257 - 322 120/120

10921.00 D 327 - 392 120/120

10921.10 82 - 92 120/120

10921.30 150 - 210 120/120

10921.36 160 - 220 120/120

10921.36 A 185 - 245 120/120

10921.36 B 245 - 305 120/120

10921.36 C 275 - 335 120/120

10921.36 D 345 - 405 120/120

10921.40 190 - 255 120/120

10930

10930.00 170 - 285 120/120

10930.00 A 195 - 310 120/12010930.00 B 255 - 370 120/120

10930.00 C 285 - 400 120/120

10930.10 110 - 200 120/120

10930.30 195 - 285 120/120

10930.35 bis 200 120/120

10930.45 bis 300 120/120

10930.36 205 - 300 120/120

10930.36 A 230 - 325 120/120

10930.36 B 290 - 385 120/120

10930.36 C 320 - 415 120/120

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







DIN18800

Post bases Post


min w/h [mm]

10930

10930.50 125 120/120

10930.51 160 120/120

10930.52 200 120/120

10930.55 125 120/120

10930.56 160 120/120

10930.57 200 120/120

10930.70 bis 100 120/120

10930.71 bis 180 120/120

10930.73 bis 100 120/120

10930.74 bis 180 120/120

10931

10931.00 170 - 285 140/140

10931.00 A 195 - 310 140/140

10931.00 B 255 - 370 140/140

10931.00 C 285 - 400 140/140

10931.10 110 - 200 140/140

10931.30 195 - 285 140/140

10931.36 205 - 300 140/140

10931.36 A 230 - 325 140/140

10931.36 B 290 - 385 140/140

10931.36 C 320 - 415 140/140

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 bases Post


min w/h [mm]

10933

10933.00 125 140/140

10933.10 160 140/140

10933.20 200 140/140

10933.50 125 140/140

10933.60 160 140/140

10933.70 200 140/140

10934

10934.00 bis 100 140/140

10934.10 bis 180 140/140

10934.30 bis 100 140/140

10934.31 bis 180 140/140

1093510935.00 bis 200 140/140

10935.50 bis 200 120/120

1094510945.00 bis 300 140/140

10945.50 bis 300 120/120

10950

10950.00 125 120/120

10950.10 160 120/120

10950.20 200 120/120

10950.50 125 120/120

10950.60 160 120/120

10950.70 200 120/120

10952 10952.00 146 - 211 120/120

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

Type Dimensions Item no. Screws * Threaded rod min w/h min w/h

8710 M10 8710 4x F 10x120mm M10 4.8+ washer Ø 58 mm

120/120 120/90


120/120 120/90


120/120 120/90

* F = full-thread wood screw





DIN18800



2. Design conceptPost bases by Pitzl must be designed in accordance with the applicable timber and steel construction standards Eurocode 5 and Eurocode 3 orwith 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 thecurrent state of technology regarding safety concept, cross-section determination and design.

The characteristic loads on the load side are increased by partial safety factors ( •G= 1,35 for constant loads, •

Q= 1,5 for variable loads). While

on the resistance side, the characteristic load-carrying capacities are reduced by dividing through the partial safety coefficient •M.

where:

(basic combination) acc. to EN 1990







DIN18800

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 coefficientk

mod.

•M

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

mod 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 gluedlaminated 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 •

M for steel failure acc. to DIN EN 1993-1-1/NA:2010-12:

•M0

= 1,0

•M1

= 1,1 Eurocode 3 - National Annex: Germany

•M2

= 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 additionmultiplied with the coefficient k

mod.

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 thecharacteristic 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 ofthe 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 •

M 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 / H

2 is valid on condition that the load-carry-

ing capacity of the bolt anchors in concrete is sufficient.

RAnchor,ax,d

> FA+F

d,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



age 10



DIN18800



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, thefollowing 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 H

2 in N

RH,d

Design value of the load-carrying capacity in load cases H1 or H

2 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 usingthe following formula:

and

where:

RFd, (Tension)

Design value of the load-carrying capacity in the load case F (Tension) for the thread length • ef in kN

• ef 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 inconcrete", the post bases 1015.00, 1015.08 and all post-purlin connectors

Example:

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

and

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.







DIN18800

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 EN1993-1-1/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 steelfailure can be increased by linear interpolation (see Characteristic load carrying capacity, p. 47)

3.1 System 10930/10931Post base 10930.00 A/B/C:

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

Load direction TypeLoad duration class (LDC), k

mod

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

Fd (Compression)

10930.00

41,5 48,555,4

62,368,4

10930.00 A 64,7

10930.00 B 56,1

10930.00 C 52,0

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

H1,d

10930.00 1,310930.00 A 1,2

10930.00 B 1,0

10930.00 C 0,9

H2,d

10930.00 1,3**

10930.00 A 1,2**

10930.00 B 1,0**

10930.00 C 0,9**

FA

All Types Tensi le force per bo lt anchor under maximum horizontal load (Hd): 2,7kN

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

Post bases 10930.00: 1,6 x 0,6= 1,0kNPost bases 10930.00 A: 1,4 x 0,6= 0,8kNPost bases 10930.00 B: 1,2 x 0,6= 0,7kNPost 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: F

d = 11,3 x 0,7/0,9

Steel failure is decisive, no correction factors required in service class 3.

Item no. Adjustment range [mm]

10930.00 170 - 285

10930.00 A 195 - 310

10930.00 B 255 - 370

10930.00 C 285 - 400

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

10930.00



age 12



DIN18800



Post base 10930.10:



mod


Fd (Compression)

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



to apply.

Fd (Compression) in service class 3, LDC short: F

d = 62,3 x 0,7/0,9



10930.10 110 - 200

10930.10







DIN18800

Post base 10931.00 A/B/C:



mod


Fd (Compression)

10931.00

41,5 48,555,4

62,368,4

10931.00 A 64,7

10931.00 B 56,1

10931.00 C 52,0

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

H1,d

10931.00 1,3

10931.00 A 1,2

10931.00 B 1,0

10931.00 C 0,9

H2,d

10931.00 1,3**

10931.00 A 1,2**

10931.00 B 1,0**

10931.00 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=220mm, the design value is: 1,32 x 0,6= 7,9kN (steel failure)** In case of a longer ground plate, l=220mm, the design value is:

Post bases 10931.00: 1,0kNPost bases 10931.00 A: 0,8kNPost bases 10931.00 B and C: 0,7kN



to apply.

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


Item no Adjustment range [mm]

10931.00 170 - 285

10931.00 A 195 - 310

10931.00 B 255 - 370

10931.00 C 285 - 400




10931.00



age 14



DIN18800



Post base 10931.10:



mod


Fd (compressive)

10931.10

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

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

H1,d

1,8

H2,d

1,8**

FA


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



to apply.


d = 62,3 x 0,7/0,9



10931.10 110 - 200




10931.10







DIN18800

3.2 Right/left threadPost base 10920.00 A/B/C/D:



mod


Fd (Compression)

10920.00

41,5 48,555,4 62,3

76,210920.00 A

10920.00 B 67,8

10920.00 C 63,5

10920.00 D 53,5

Fd (Tension) All Types - 7,4*

H1,d

10920.00 1,8

10920.00 A 1,6

10920.00 B 1,3

10920.00 C 1,1

10920.00 D 1,0

H2,d

10920.00 1,2*

10920.00 A 1,1*

10920.00 B 0,9*

10920.00 C 0,8*

10920.00 D 0,6*

FA

10920.00

Tensile force per bolt anchor under maximum horizontal load (Hd): 2,7kN10920.00 A

10920.00 B

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

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 0.6Failure of the timber part or the fasteners:


to apply.

Post bases 10920.00/A/B/C: Fd (Compression) in service class 3, LDC short: F

d = 62,3 x 0,7/0,9



10920.00 142 - 207

10920.00 A 167 - 232

10920.00 B 227 - 292

10920.00 C 257 - 322

10920.00 D 327 - 392

10920.00



age 16



DIN18800



Post base 10921.00 A/B/C/D:



mod


Fd (Compression)

10921.00

41,5 48,555,4 62,3

68,610921.00 A

10921.00 B 67,8

10921.00 C 63,5

10921.00 D 53,5

Fd (Tension) All Types - 7,4*

H1,d

10921.00 1,8

10921.00 A 1,6

10921.00 B 1,3

10921.00 C 1,1

10921.00 D 1,0

H2,d

10921.00 1,2*

10921.00 A 1,1*

10921.00 B 0,9*

10921.00 C 0,8*

10921.00 D 0,6*

FA

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

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

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



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



to apply.

Post bases 10921.00 A/B/C: Fd (Compression) in NKL3, KLED kurz: F

d = 62,3 x 0,7/0,9



10921.00 142 - 207

10921.00 A 167 - 207

10921.00 B 227 - 292

10921.00 C 257 - 322

10921.00 D 327 - 392




10921.00







DIN18800

Post base 10921.10:



mod


Fd

(Compression)

10921.10

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

Fd (Tension) - 7,4*

H1,d

4,0

H2,d

2,8*

FA





to apply.


d = 62,3 x 0,7/0,9


Item no. Adjustment range [mm]10921.10 82 - 92

Post base 10921.40:

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


mod


Fd (Comression)

10921.40

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

Fd (Tension) - 7,4*

H1,d

1,4

H2,d

1,0*

FA





to apply.


d = 62,3 x 0,7/0,9



10921.40 190 - 255

10921.10 10921.40



age 18



DIN18800



3.3 Stainless steel V2APost base 10952.00:



mod


Fd (Compression)

10952.00

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

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

1,d2,5

H2,d

2,5*

FA


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



to apply.


d = 62,3 x 0,7/0,9






10952.00







DIN18800

3.4 Heavy-duty versionPost base 1016.30:



mod


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*

FA

All Types Tensi le force per bol t anchor under maximum horizontal load (Hd): 6,7kN

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



to apply.


d = 110,2 x 0,7/0,9



1016.30 40 - 260

Post base 1016.31:



mod



Fd (Tension)

Nut, welded-

11,3 13,8**


H1,d

All Types 2,0

H2,d

All Types 2,0*

FA

All Types Tensi le force per bol t anchor under maximum horizontal load (Hd): 4,9kN




to apply.


d = 110,2 x 0,7/0,9



1016.31 40 - 340

1016.30 1016.31



age 20



DIN18800



Post base 1016.32:



mod


Fd (Compression) alle Typen 73,5 84,5

Fd (Tension)

Nut, welded-

11,3 13,8**


H1,d

All Types 1,4

H2,d

All Types 1,4*

FA

Al l Types Tens ile force per bo lt anchor under maximum horizontal load (Hd): 5,1kN




to apply.

Fd (Tension) with Nut, welded in service class 3, LDC short: F

d = 11,3 x 0,7/0,9



1016.32 40 - 510

Post base 10920.30:



mod


Fd (Compression)

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*

FA


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



to apply.


d = 101,1 x 0,7/0,9



10920.30 150 - 210




10920.301016.32







DIN18800

Post base 10921.30:



mod


Fd (Compression)

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*

FA





to apply.


d = 90,8 x 0,7/0,9



10921.30 150 - 210

10921.30



age 22



DIN18800



Post base 10921.36 A/B/C/D:



mod


Fd (Compression)

10921.36

85,7 100,0114,3

128,6149,3

10921.36 A 134,2

10921.36 B 124,5

10921.36 C 119,5

10921.36 D 107,1

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

Hd

10921.36 3,1

10921.36 A 2,8

10921.36 B 2,2

10921.36 C 2,1

10921.36 D 1,7

FA


10921.36 A

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





to apply.


d = 11,3 x 0,7/0,9



10921.36 160 - 220

10921.36 A 185 - 245

10921.36 B 245 - 305

10921.36 C 275 - 335

10921.36 D 345 - 405

10921.36










DIN18800

Post base 10930.30:



mod


Fd (Compression)

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*

FA





to apply.


d = 87,1 x 0,7/0,9



10930.30 195 - 285

10930.30



age 24



DIN18800






mod


Fd (Compression)

10921.36

77,8 90,8 103,8 116,7

140,5

10921.36 A 127,510921.36 B 117,5

10921.36 C 112,1


Hd(Horizontal)

10921.36 2,5

10921.36 A 2,0

10921.36 B 1,7

10921.36 C 1,5

FA


10921.36 ATensile force per bolt anchor under maximum horizontal load (H

d): 4,7kN

10921.36 B




to apply.

Fd (Compression) in NKL3, KLED mittel: F

d = 103,8 x 0,65/0,8



10930.36 205 - 300

10930.36 A 230 - 325

10930.36 B 290 - 385

10930.36 C 320 - 415

10930.36










DIN18800

Post base 10931.30:



mod


Fd (Compression)

10931.30

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

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

1,d2,2

H2,d

2,2*

FA





to apply.


d = 85,0 x 0,7/0,9



10931.30



age 26



DIN18800






mod


Fd (Compression)

10931.36

77,8 90,8 103,8 116,7

140,5

10931.36 A 127,510931.36 B 117,5

10931.36 C 112,1


Hd(Horizontal)

10931.36 2,5

10931.36 A 2,0

10931.36 B 1,7

10931.36 C 1,5

FA



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

d (Compression) in service class 3, LDC medium: F

d = 103,8 x 0,65/0,8



10931.36 205 - 300

10931.36 A 230 - 325

10931.36 B 290 - 385

10931.36 C 320 - 415

Post base 1008.08:

Design values of the load-carrying capacity in kN per post base


mod


Fd (Compression)

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

FA




to apply.

Fd (Compression) in service class 3, LDC medium: F

d = 234,8 x 0,65/0,8


Item no. Height [mm]

1008.08 250




1008.0810931.36







DIN18800

3.5 Threaded rodPost base 1014.00:



mod



Fd (Tension)

Nut, welded-

7,4*

Tension plate 3,6

H1,d

All Types 2,8

H2,d

All Types 1,7*

FA





to apply.


d = 62,3 x 0,7/0,9



1014.00 40 - 156

Post base 1014.08:



mod



Fd (Tension)

Nut, welded-

7,4*

Tension plate 3,6

H1,d

All Types 2,8

H2,d

All Types 1,7*

FA





to apply.


d = 39,1 x 0,7/0,9



1014.08 40 - 156

1014.001014.08



age 28



DIN18800



Post base 1015.00:



mod



Fd (Tension) Nut, welded - 11,3 13,8

Tension plate 3,6

Hd

All Types 1,7

FA




to apply.


d = 62,3 x 0,7/0,9



1015.00 40 - 256

Post base 1015.08:



mod



Fd (Tension)

Nut, welded-

11,3 13,8

Tension plate 3,6

Hd

All Types 1,7

FA





to apply.


d = 39,1 x 0,7/0,9



1015.08 40 - 256




1015.081015.00







DIN18800

Post base 1016.00:



mod



Fd (Tension) Nut, welded - 7,4*

Tension plate 3,6

H1,d

All Types 1,7

H2,d

All Types 1,0*

FA





to apply.


d = 62,3 x 0,7/0,9



1016.00 40 - 256

Post base 1016.08:Design values of the load-carrying capacity in kN per post base with maximum adjustment height


mod



Fd (Tension)

Nut, welded-

7,4*

Tension plate 3,6

H1,d

All Types 1,7

H2,d

All Types 1,0*

FA





to apply.


d = 39,1 x 0,7/0,9



1016.08 40 - 256

1016.001016.08



age 30



DIN18800






Post base 1016.10:



mod


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


Tension plate 3,6

H1,d

All Types 1,3

H2,d

All Types 0,8*

FA





to apply.



1016.10 40 - 336



mod



Fd (Tension)

Nut, welded-

7,4*

Tension plate 3,6

H1,d

All Types 1,3

H2,d

All Types 0,8*

FA





to apply.


d = 39,1 x 0,7/0,9



1016.18 40 - 336

1016.181016.10







DIN18800

Post base 1016.20:



mod


Fd (Compression) All Types 39,9


Tension plate 3,6

H1,d

All Types 0,8

H2,d

All Types 0,5*

FA





1016.20 40 - 506



mod



Fd (tensile)

Nut, welded-

7,4*

Tension plate 3,6

H1,d

All Types 0,8

H2,d

All Types 0,5*

FA





to apply.


d = 39,1 x 0,7/0,9



1016.28 40 - 506

1016.201016.28



age 32



DIN18800



3.6 2 partsPost bases 10930.50, 10930.51 and 10930.52:



mod




Hd(Horizontal)

10930.50

3,4 3,9 4,55,1

6,2

10930.51 5,6

10930.52 4,5

FA

10930.50 Tens ile force per bolt anchor under maximum horizontal load (Hd): 3,5kN

10930.51Tensile force per bolt anchor under maximum horizontal load (H

d): 4,1kN

10930.52



to apply.


d = 62,3 x 0,7/0,9



10930.50 125

10930.51 160

10930.52 200

10930.5010930.5110930.52










DIN18800

Post bases 10930.55, 10930.56 and 10930.57:



mod




H1,d

10930.55

3,4 3,94,5

5,1 6,2

10930.56 4,9

10930.57 3,9

H2,d

10930.55 3,4 3,8*

10930.56 3,0*

10930.57 2,3*

FA



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 k

modto apply.


d = 62,3 x 0,7/0,9



10930.55 125

10930.56 160

10930.57 200

10930.5510930.5610930.57



age 34



DIN18800



Post bases 10933.00, 10933.10 and 10933.20:



mod




Hd(Horizontal)

10933.004,6 5,4

6,2 6,9 7,3

10933.10 5,6

10933.20 4,5

FA




to apply.


d = 62,3 x 0,7/0,9



10933.00 125

10933.10 160

10933.20 200

10933.0010933.1010933.20










DIN18800

10933.5010933.6010933.70

Post bases 10933.50, 10933.60 and 10933.70:



mod




H1,d

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

10933.60 4,6 4,9

10933.70 3,9

H2,d

10933.50 3,8*

10933.60 3,0*

10933.70 2,3*

FA





to apply.


d = 62,3 x 0,7/0,9



10933.50 125

10933.60 160

10933.70 200



age 36



DIN18800



Post bases 10950.00, 10950.10 and 10950.20:



mod




Hd(horizontal)

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

10933.10 4,6 5,4 5,6

10933.20 4,5

FA




to apply.


d = 62.3 x 0,7/0,9



10950.00 125

10950.10 160

10950.20 200

10950.0010950.1010950.20







DIN18800

10950.5010950.6010950.70

Post bases 10950.50, 10950.60 and 10950.70:



mod




H1,d

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

10950.60 4,6 4,9

10950.70 3,9

H2,d

10950.50 3,8*

10950.60 3,0*

10950.70 2,3*

FA





to apply.


d = 62,3 x 0,7/0,9



10950.50 125

10950.60 160

10950.70 200



age 38



DIN18800



3.7 Rigid version, hot-dip galvanizedPost base 1001.00:



mod


Fd (Compression)

1001.00

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

Fd (Tension) - 11,3 13,8

Hd(Horizontal) 3,5

FA




to apply.


d = 62,3 x 0,7/0,9



1001.00 125

Post base 1003.00:



mod


Fd (Compression)

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

FA




to apply.


d = 62,3 x 0,7/0,9



1003.00 125




1003.001001.00







DIN18800

Post base 1005.00:



mod


Fd (Compression)

1005.00

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

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

d(Horizontal) 3,2

FA




to apply.


d = 62,3 x 0,7/0,9



1005.00 160

Post base 1007.00:Design values of the load-carrying capacity in kN per post base


mod


Fd (Compression)

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

FA




to apply.


d = 62,3 x 0,7/0,9



1007.00 160

1005.00 1007.00



age 40



DIN18800



3.8 For embedding in concretePost bases 10930.35 and 10930.45:

Design values of the load-carrying capacity in kN per post base with maximum distance between base plate and foundation


mod


Fd (Compression)

10930.3510930.45

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

Fd (Tension)

10930.3510930.45

- 11,3 13,8

Hd(Horizontal)

10930.35 3,4 3,9 4,5 5,1 6,2

10930.45 3,4 3,9 4,4



to apply.


d = 62,3 x 0,7/0,9


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

10930.35 to 200

10930.45 to 300

Post bases 10930.70 and 10930.71:Design values of the load-carrying capacity in kN per post base with maximum distance between base plate and foundation


mod


Fd (Compression) All Types 41,5 48,5 55,4 62,3 76,2F

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

Hd(Horizontal)

10930.70 2,4

10930.71 1,5



to apply.


d = 62,3 x 0,7/0,9



10930.70 to 100

10930.71 to 180




10930.7010930.71

10930.3510930.45

NB:Minimal anchoring depth in concrete: 150mm







DIN18800

Post bases 10930.73 and 10930.74:



mod




Hd(Horizontal)

10930.73 3,4 3,9 4,5 4,7

10930.74 2,9



to apply.


d = 85,0 x 0,7/0,9



10930.73 to 100

10930.74 to 180

Post bases 10934.00 and 10934.10:



mod




Hd

(Horizontal)10934.00 2,4

10934.10 1,5



to apply.


d = 62,3 x 0,7/0,9



10934.00 to 100

10934.10 to 180

10930.7310930.74

10934.0010934.10




age 42



DIN18800



Post bases 10934.30 and 10934.31:



mod




Hd

10934.30 4,6 4,7

10934.31 2,9



to apply.


d = 85,0 x 0,7/0,9



10934.30 to 100

10934.31 to 180

Post bases 10935.00 and 10935.50:



mod




Hd

All Types 4,6 5,4 6,2



to apply.


d = 62.3 x 0,7/0,9



10935.00 to 200

10935.50 to 200

10935.00 10935.5010934.3010934.31








DIN18800

Post bases 10945.00 and 10945.50:



mod


Fd (Compression)

10945.0010945.50

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

Fd (Tension) - 11,3 13,8

Hd

4,4



to apply.


d = 62.3 x 0,7/0,9



10945.00 to 300

10945.50 to 300

4. Design values of thepost-purlin connectors ETA-10/0413 (CE)

post-purlin connectors 8710, 8712 and 8716 according to Eurocodes and national annex Germany:

Design values of the load-carrying capacity in kN per Post-purlin connectors


mod


Fd (Compression) All Types to calculate in acc. with EC5


H1,d

(parallel to thepurlin)

All Types 3,4 3,9 4,5 5,1 6,2

H2,d

(perpendicular tothe purlin)

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

8712same values as H

1,d8716



to apply.


d = 11,3 x 0,7/0,9


Increase of the tensile load-

carrying capacity: see p. 10

10945.00 10945.50


Application example



age 44



DIN18800



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

Item no. Load duration class (LDC), kmod

permanent 0,6 long 0,7 medium 0,8 short 0,9 instantaneous 1,11000.00 27,3 31,9 32,4 32,4 32,4

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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 59,41061.10 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







DIN18800

Item no. Load 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



to apply.

(See p. 10).


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



age 46



DIN18800



B/ Characteristic valuesPost bases by Pitzl must be designed in accordance with the applicable timber and steel construction standards Eurocode 5 and Eurocode 3 orwith 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 withtest results.

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

Definition of the directions of force

- Force F1: tensile or compressive load

- Force F2 / F

3: horizontal load in parallel with the inner plate (if any) or the longest side of the lower plate

- Force F4 / F

5: horizontal load, perpendicular to the inner plate (if any) or to the longest side of the lower plate

F1

F2 / F

3

F4 / F

5







DIN18800

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 bluecells 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 = 500mm): F1,Rk, steel failure

(Compression)= 43,9kN

- at adjustment height a = 250mm: F1,Rk, steel failure

(Compression)= 80,8kN

- at adjustment height a = 300mm:

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

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 atan adjustment height of a = 300mm 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 postbases:

1016.20, 1016.32, 10921.00 D, 10921.36 D, 10930.00 C, 10931.00 C

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

10930.00B, 10921.36B, 10921.36.C, 1016.10.



age 48



DIN18800



Characteristic load-carrying capacity in kN per post base

Post base F1 (Compression) F

1 (Tension)*** F

2/F

3F

4/F

5

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

1001.00 1001.00 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

-

1003.00 1003.00 90,0 93,0 - 16,3 30,4 - 12,6 2,2 - 5,9 3,2 -

gM

gM,1

- gM(C)

gM,0

- gM

gM,0

- gM

gM,0

-

1005.00 1005.00 90,0 93,0 - 16,3 16,6 - 10,0 3,2 - 10,0 3,2 -

gM

gM,1

- gM(C)

gM,0

- gM

gM,0

- gM

gM,0

-

1007.00 1007.00 90,0 93,0 - 16,3 16,6 - 10,0 2,2 - 10,0 3,1 -

gM

gM,1

- gM(C)

gM,0

- gM

gM,0

- gM

gM,0

-

1008.08 1008.08 381,5 279,3 - 16,3 - - 10,0 14,8 - 10,0 14,8* -

gM

gM,1

- gM(C)

gM,0

- gM

gM,0

- gM

gM,0

-

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

a £ 75 mm (a = Clearance between base plate and foundation)

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


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

gM

gM,1

- gM(C)

gM,0

gM,2

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*** The load-carrying capacity in the load case F

1 (Tension) applies only for the load duration classes short and very short







DIN18800



1 (Tension)*** F

2/F

3F

4/F

5



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

gM

gM,1

- gM(C)

gM,0

gM,2

gM

gM,0

gM,2

gM

gM,0

gM,2


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

gM

gM,1

- gM(C)

gM,0

gM,2

gM

gM,0

gM,2

gM

gM,0

gM,2


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

gM

gM,1

- gM(C)

gM,0

gM,2

gM

gM,0

gM,2

gM

gM,0

gM,2

* In the case of the lower plate being larger, l=220mm, the values must be reduced by the factor 0.6*** The load-carrying capacity in the load case F




age 50



DIN18800





1 (Tension)*** F

2/F

3F

4/F

5



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

gM

gM,1

- gM(C)

gM,0

gM,2

gM

gM,0

gM,2

gM

gM,0

gM,2


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

gM

gM,1

- gM(C)

gM,0

gM,2

gM

gM,0

gM,2

gM

gM,0

gM,2


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

gM

gM,1

- gM(C)

gM,0

gM,2

gM

gM,0

gM,2

gM

gM,0

gM,2


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

gM

gM,1

- gM(C)

gM,0

gM,2

gM

gM,0

gM,2

gM

gM,0

gM,2

* In the case of the lower plate being larger, l=220mm, the values must be reduced by the factor 0.6*** The load-carrying capacity in the load case F








DIN18800



1 (Tension)*** F

2/F

3F

4/F

5



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

gM

gM,1

- gM(C)

gM,0

gM,2

gM

gM,0

gM,2

gM

gM,0

gM,2


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

gM

gM,1

- gM(C)

gM,0

gM,2

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*** The load-carrying capacity in the load case F




age 52



DIN18800





1 (Tension)*** F

2/F

3F

4/F

5



Nut, welded 159,2 126,6 - 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, welded 159,2 156,0 - 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

gM

gM,1

- gM(C)

gM,0

gM,2

gM

gM,0

gM,2

gM

gM,0

gM,2


Nut, welded 159,2 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, 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

gM

gM,1

- gM(C)

gM,0

gM,2

gM

gM,0

gM,2

gM

gM,0

gM,2

10920 With maximum clearance between base plate and foundation**

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

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

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

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

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

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

10920 With minimum clearance between base p late and foundation**

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

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

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

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

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

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

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 F

1 (Tension) is only valid in short-term and instantaneous load-duration classes







DIN18800



1 (Tension)*** F

2/F

3F

4/F

5



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

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

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

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

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

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

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

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

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

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

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

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

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

gM

gM,1

- gM(C)

gM,0

- gM

gM,0

gM,2

gM

gM,0

gM,2

10921 With minimum clearance between base plate and foundation**

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

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

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

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

10921.00 D 90,0 69,0 68,6 16,3 7,4* - 10,0 1,4 1,4 10,0 0,8* -10921.10 90,0 103,8 68,6 16,3 7,4* - 10,0 5,3 5,6 10,0 3,2* -

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

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

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

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

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

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

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

gM

gM,1

- gM(C)

gM,0

- gM

gM,0

gM,2

gM

gM,0

gM,2





age 54



DIN18800





1 (Tension)*** F

2/F

3F

4/F

5


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

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

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

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

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

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

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

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

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

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

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

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

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

-


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

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

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

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

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

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

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

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

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

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

gM

gM,1

- gM(C)

gM,0

- gM

gM,0

gM,2

gM

gM,0

gM,2


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

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

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

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

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

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

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

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

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

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

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







DIN18800



1 (Tension)*** F

2/F

3F

4/F

5



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

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

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

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

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

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

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

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

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

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

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


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

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

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

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

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

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

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

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

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

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

gM

gM,1

- gM(C)

gM,0

- gM

gM,0

gM,2

gM

gM,0

gM,2





age 56



DIN18800





1 (Tension)*** F

2/F

3F

4/F

5


10933 10933.00 90,0 106,5 - 16,3 41,8 - 10,0 7,3 - 10,0 7,3 -

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

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

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

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

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

gM

gM,1

- gM(C)

gM,0

- gM

gM,0

- gM

gM,0

-

10934 10934.00 90,0 101,4 - 16,3 103,8 88,1 10,0 2,4 - 10,0 2,4 -

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

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

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

M g

M,1- g

M(C) g

M,0 g

M,2 g

M g

M,0- g

M g

M,0-

10935 10935.00 90,0 106,5 - 16,3 106,5 86,7 10,0 6,2 - 10,0 6,2 -

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

gM

gM,1

- gM(C)

gM,0

gM,2

gM

gM,0

- gM

gM,0

-

10945 10945.00 90,0 106,5 - 16,3 106,5 86,7 10,0 4,4 - 10,0 4,4 -

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

gM

gM,1

- gM(C)

gM,0

gM,2

gM

gM,0

- gM

gM,0

-

10950 10950.00 90,0 106,5 - 16,3 41,8 - 10,0 7,3 - 10,0 7,3 -

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

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

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

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

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

gM

gM,1

- gM(C)

gM,0

- gM

gM,0

- gM

gM,0

-

10952 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 F








DIN18800

2. Characteristic load-carrying capacityof the post bases acc. to Eurocode

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

Post base F1 (Compression)

Item no. max. height[mm]

Timber Steel Steel

1000.00 100 59,2 37,4 40,5

gM

gM,1

gM,0

1001.20 200 90,0 70,6 90,0

gM

gM,1

gM,0

1002.00 125 90,0 74,7 90,0

gM

gM,1

gM,0

1004.00 125 90,0 74,7 90,0

gM

gM,1

gM,0

1006.00 160 90,0 72,8 90,0

gM gM,1 gM,0

1009.00 150 90,0 63,7 90,0

gM

gM,1

gM,0

1009.80 150 57,7 63,7 34,1

gM

gM,1

gM,0

1010.00 150 90,0 63,7 90,0

gM

gM,1

gM,0

1011.00 250 90,0 37,3 90,0

gM

gM,1

gM,0

1012.00 250 90,0 37,3 90,0

gM

gM,1

gM,0

1013.00 150 90,0 103,0 90,0

gM

gM,1

gM,0

1019.00 125 79,4 60,4 55,0

gM

gM,1

gM,0

1020.00 160 145,5 75,9 73,6

gM

gM,1

gM,0

1021.00 160 145,5 75,9 73,6

gM

gM,1

gM,0

1022.00 100 90,0 76,1 90,0

gM

gM,1

gM,0

1022.10 200 90,0 70,6 90,0

gM

gM,1

gM,0

1022.20 300 90,0 64,9 90,0

gM

gM,1

gM,0



Timber Steel Steel

1023.00 100 55,4 109,4 44,0

gM

gM,1

gM,0

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



age 58



DIN18800





Timber Steel Steel

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 90,01071.00 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



Timber Steel Steel

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

10900.00 180 90,0 54,0 90,0 g

M g

M,1 g

M,0

10901.00 180 90,0 54,0 90,0

gM

gM,1

gM,0

10980.00 180 62,4 54,0 34,1

gM

gM,1

gM,0

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







DIN18800

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) F

1 (Tension) F

2/F

3F

4/F

5


8710 8710 to calcu-latein acc.with EC5

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

- gM(C)

gM,0

- gM

- - gM(C)

- -

8712 8712 to calculatein acc. withEC5

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

- gM(C)

- - gM

- - gM

- -

8716 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




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