Pitzl - Design Manual Connectors - HVP Connectors, SPP Connectors

Design Manual Connectors: HVP connectors SPP connectors Connectors Fast, simple and precise: for the best result Welcome to the world of PITZL This is Pitzl 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. ETA-11/0295 ETA-10/0413 European Technical Approval All HVP connectors of Pitzl GmbH & Co. KG have been approved through ETA -11/0295. European Technical Approval All SPP connectors of Pitzl GmbH & Co. KG have been approved through ETA -10/0413. Holder of approval: Holder of approval: Pitzl GmbH & Co. KG, Siemensstraße 26, DE-84051 Altheim Tel.: +49 (0) 8703 9346-0, Telefax: +49 (0) 8703 9346-55, Internet: www.pitzl.de Pitzl GmbH & Co. KG, Siemensstraße 26, DE-84051 Altheim Tel.: +49 (0) 8703 9346-0, Telefax: +49 (0) 8703 9346-55, Internet: www.pitzl.de Generic type and use of construction product: Generic type and use of construction product: Three-dimensional nailing plate (joist end connector for woodto-wood connections, wood-to-concrete and steel connections) (Valid from: 2013-04-30 to: 2018-01-02) Manufacturing plant: Three-dimensional nailing plate (Post bases for the support of timber columns and posts as load-bearing elements and Connectors for posts and purlins as load-bearing elements) (Valid from: 2013-05-09 to: 2018-05-09) Pitzl GmbH & Co. KG, Siemensstraße 26, DE-84051 Altheim Manufacturing plant: Pitzl GmbH & Co. KG, Siemensstraße 26, DE-84051 Altheim HVP connectors SPP connectors HVP connectors are two-part connectors made of anodised aluminium (for the optimum gliding quality without the need for lubricants). They are equally suitable for wood-to-wood, wood-to-concrete and wood-to-steel connections. SPP post-purlin connectors – the ideal solution for tensile connections or wood connections with combined load types, such as post-purlin connections. Page 2 Pitzl Metallbau GmbH & Co. KG DIN 18 800 For more information and technical details, downloads and helpful video tutorials: www.pitzl.de Alternatively, our competent staff are always available for advice: +49 8703 9346-0 or via e-mail to [email protected] Connectors THE “CONNNECTORS” DESIGN MANUAL The HVP plug-in connector system offers flexible and swift handling as well as fast planning and dimensioning of individual connections. In addition to the comprehensive statics manual, we provide an easy-to-use pre-dimensioning tool. You will find the free Design Manual for download here: www.pitzl.de/statikhandbuch. Our pre-dimensioning tool can be found here: www.pitzl.de/bemessungstool Contents A/ HVP Connectors 1. General points p.4 2. Design concept p.4 3. Formulas p.5 3.1. Materials p.6 3.2. Timber-to-timber connections p.7 3.3 Timber-to-concrete or timber-to-steel connections (HVP 8211B to 8460B) p.9 4. Resistance to fire p.10 5. Tables of load-carrying capacity for Spax screws p.11 5.1. Materials p.11 5.2. Characteristic load-carrying capacities p.11 6. Timber dimensions p.16 6.1. Minimal timber dimensions and distances to the edges p.16 6.2. Splitting capacity p.23 7. Connections to concrete p.26 B/ Post-purlin connectors 1. Characteristics p.27 2. Design load-carrying capacity p.28 3. Characteristic load-carrying capacity p.29 Page 3 Pitzl Metallbau GmbH & Co. KG DIN 18 800 For more information and technical details, downloads and helpful video tutorials: www.pitzl.de Alternatively, our competent staff are always available for advice: +49 8703 9346-0 or via e-mail to [email protected] partial coefficients (γG = 1. by calculation assisted �� action side the characteristic loads are increased by the safety �the �� In the following formulas are given to calculate the load-carrying �ca��On �� pacities according to the European Technical Approval ETA-11/0295. are always available for advice: ��2 � �� our competent staff �� +49 8703 9346-0�or � �� via e-mail to [email protected] �� . Thanks to a timber or wood-based panel protection on all sides the � �� on � �� side ��the �� characteristic �� Whereas the � resistance load-carrying capaciPitzl HVP connectors can verify a fire resistance up to 60min. � � � �� culation concept is to find in Part �� 4.The following formulas were deter�� Pitzl HVP connectors are two-piece.5 for variable actions). General points �� 2� � �� 2� � �� √2 2.Tables with load-carrying capacities for other screws �� are available on demand.face-fixed beam hangers for mined taking account of the European norm Eurocode 5: „ Design connections of joist to header (beam or column).de �� Alternatively.25 for glued laminated timber according �� 2 �� √�to �� 2 � �� 2�� 2 � √� � �� 2 �� 2�� 2 �� 2 � �� 2 � �� For more information and technical details. KG DIN 18 800 �� (Fundamental combination) according to EN 1990 �� EN 1995-1-1 �� timber �� according �� γ�� = �1.pitzl.�� ties are reduced by division with the partial coefficient γM. simple and precise: for the best result A/ HVP concealed connectors �� 1. �� mit Pitzl HVP connectors can as well be used with screws from other �� manufacturers.such as in the European Technical Approval ETA-11/0295.3 for solid � � M ��2 � √� � �to �� EN �1995-1-1 γM�=2�� 1.The cal. of timber structures“ (EN 1995-1-1) and take also into considera � state ��of�technical ��development tion�the current in terms of safety The load-carrying capacity of the Pitzl HVP connectors is determined �� concept. � cation coefficient k load-carrying capacity is given in the tables of the Part 5 for Spax � � �� mod �� screws. downloads and helpful video tutorials: www. by tests. Design concept � � ��2� � �� √2 �� Pitzl HVP connectors shall be designed according to Eurocode 5 or � a similar national √2 Timber Code. the influence of the service class and the ��wood-based � �� materials �� For load-duration class is additionally to take into account by the modifiFor typical material combinations and geometry the characteristic � � �. � � �� Page 4 Pitzl Metallbau GmbH & Co.Design Manual connectors Fast.dimensioning�and design.35 for permanent actions. γQ= 1. So the load-carrying capacity of the connection can be calculated depending on the load-carrying capacity of the chosen wood-based material.The header connections to concrete or steel elements must be built with at least 2 fasteners in the upper holes. such as the connection geometry (inclined joist).the force against the direction of insertion (F3) and the force perpendicular to connector plane (F1) are supposed to act in the joist axis.55 0.such as they are also to find in the European Technical Approval ETA-11/0295. das Sie unter [email protected] 1. downloads and helpful video tutorials: www.against the direction of insertion (F3) and perpendicular to the direction of insertion (F4) as well as perpendicular to the connector plane (F1).80 3 0. entnehmen.de .60 0. Namus a non rectem ut di alique 0. The given load-carrying capacities are valid on the condition that all designed fasteners are built in. corrovit ventiis sunt et lam este dentium as aliqui to que 0. anducit facilla niatus 0.pitzl. KG DIN 18 800 For more information and technical details. quos 2 0. The force in the direction of insertion (F2). The torsion moment from the joist connection must be taken into account for the design and the storage of the header. The load-carrying capacities are given for loads in the direction of insertion (F2). Holz GL 28h **Andere Holzklassen oder Schraubenlängen können Sie aus unserem Statik-Buch. The verification of the connection of the HVP connector to concrete or steel elements must be led with the given shear force.90 quatur? Neseni sapedipsam aspedita nonseca eperiossit aut ex etur sita dolupta tistis et aut ipidestior assunt.90 omnis adis re pratior atus. Pitzl HVP connectors are designed for use in service classes 1 and 2. Page 5 Pitzl Metallbau GmbH & Co. our competent staff are always available for advice: +49 8703 9346-0 or via e-mail to support@pitzl. Nem.10 reiciis as desequiatem rem quae. *In Einschubrichtung mit Schrauben 8 x 180 mm Vollgewinde.10 tem acesti TaepelXerferorum et. Ga.60 0.50 0.65 3.de Alternatively.de anfordern können.80 0. 1.70 0. Formulas In the following formulas are given to calculate the load-carrying capacities.70solupid ellest.Design Manual connectors Pfostenträger Stecksystem galvanisch verzinkt zinip beschichtet Modification coefficient kmod according to EN 1995-1-1 Material Solid timber and glued laminated timber Service class Load-duration class 1 Permanent action Long term action Medium term action Wichtige Informationen: Short term action Instantaneous action 0.70 0. 54 8445 120 450 8 3 14 4 14 163 - 830 1.04 17. geometric parameters according to Table 1 Page 6 Pitzl Metallbau GmbH & Co.77 8420 120 200 8 3 4 4 4 82 - 330 0.050 ∞ 8160 45 60 5 6 1 7 0 15 - - 0.pitzl.28 0.pitzl.370 0.725 1. our competent staff are always available for advice: +49 8703 9346-0 or via e-mail to [email protected] 8430 120 300 8 3 8 4 8 113 - 530 0.13 1.de .26 15.0 120 .1.85 29. Width b [mm] Height h [mm] Screw diameter [mm] Joist Number of Screws n90.46 8315 75 150 5 10 9 15 0 25 60 - 0.0 60 .222 8211 55 110 5 8 6 11 0 18 40 - 0. KG DIN 18 800 For more information and technical details.023 ∞ 8075 25 75 4.54 21. dimensions and number of screws HVP No.47 0.444 2.5 1 3 3 0 14 - - 0. simple and precise: for the best result Table 1: HVP connectors.7 8460 120 600 8 3 20 4 20 218 - 1130 2.055 ∞ 0.51 0.360 0.J n90.022 ∞ 0.93 0.566 1.9 3.488 1.58 0. downloads and helpful video tutorials: www.610 4.J n45.H n45.85 8440 120 400 8 3 12 4 12 145 - 730 1.17 10.180 • Screws for protection against lifting (Order with „A“ after the connector number) HVP connector Ø Länge Typ 8075 to 8320 4.675 1.Design Manual connectors Fast.986 2.H [m] 8045 25 45 4.676 0.757 8215 55 150 5 10 8 13 0 25 40 - 0.47 5.7 3.71 8450 120 500 8 3 16 4 16 181 - 930 1.5 50 .80 7.18 3.193 0.6 1.H Header elim [mm] eM [mm] eZ [mm] e1.4 8455 120 550 8 3 18 4 18 200 - 1030 1.261 0.de/bemessungstool Wood-based materials: • • • • Solid timber from softwood according to EN 338 / EN 14081 Glued laminated timber classified to GL24-GL36 according to EN 1194 / EN 14038 LVL according to EN 14374 Wood-based materials according to Approval (for example cross laminated timber) Fasteners: • Wood screws from different manufacturers (according to EN 14592 or European Technical Approval) HVP connector Ø Length 8045 and 8075 4.33 0.0 30 Self-tapping screws according to DIN 7500-1:2009-06 8420 to 8460 6.80 8420 to 8460 8.792 7.319 1. Materials www.978 8425 120 250 8 3 6 4 6 95 - 430 0.3 50 Self-tapping screws according to DIN 7500-1:2009-06 • Metal anchors from different manufacturers Ø12 mm (or Ø16 mm according to structural requirement) in accordance with an ETA based on ETAG 001 HVP connector: • Aluminium EN AW-6082 T651 according to EN 485 and EN AW-6005A T6 according to DIN EN 755.50 8320 75 200 5 12 10 19 0 34 95 - 0.564 0.5 1 1 2 0 11 - - 0.01 10.80 8160 to 8320 5.910 2.0 2.6 2.56 8435 120 350 8 3 10 4 10 126 - 630 0.de Alternatively.676 1.58 13.H [m] e2.8 1.91 37.J [m] e2.930 2.173 0.J [m] e1. de anfordern können.pitzl.de Alternatively.hole. KG √2 DIN 18 800 For more information and technical details. Ga. �� Page 7 �� Pitzl � �� 2� � �� Metallbau GmbH & Co. � �� 2 � √� � �� Loading perpendicular�to the connector plane �� 2�� 8320: � �� 8045 ��2 �8460: �� to HVP connectors � �� HVP connectors 8420 to ��2 � √�� 2 � �� √� �� 2�� 2�� 2 ��2 �� 2 � �� √� �� 2 � � � � � � √� �� 2�� (1) �� (2) �� 2�� 2 � �� 2 � �� 2 �� 2 ��2 �� for �� Loading in the� direction of insertion e ≤ e �� 2 lim �� 2 �� 2 �� (3) �� (4) �� 2� � �� ‫��ܨ‬ �� ൌ ݊ଽ଴ǡு ‫��כ‬ �� ‫ܨ‬ଶǡுǡோ௞ �� HVP connectors 8045 to�8320: HVP connectors 8420 to 8460:√2 � ௟௔ǡுǡோ௞ ��2� � �� 2� � � � � ��2� � � � � � � �� √2 �� (7) √2�√2 �� 2� � �� 2� � �� (5) √2 ܽ௙௜ ൌ ߚ௡ ‫ͳ כ‬ǡͷ ‫ כ‬൫‫ݐ‬௥௘௤ െ ͷ൯ √2 �� ‫ܨ� כ‬௟௔ǡுǡோ௞ ‫ܨ‬ଶǡுǡோ௞ � �ൌ�� ݊ � �� ଽ଴ǡு �� ͳͲͲ �� ‫�ܯ�כ‬ ଶǡோ௞ �� Pfostenträger Stecksystem Loading in the direction ‫ܭ‬ଶǡఝǡ௦௘௥ ൌ of insertion for e2 > elim ‫݀ܽݎ‬ galvanisch verzinkt zinip beschichtet ܽ௙௜ ൌ ߚ௡ ‫ͳ כ‬ǡͷ ‫ כ‬൫‫ݐ‬௥௘௤ െ ͷ൯ �� ݄௘ ‫ܨ‬ଽ଴ǡோ௞ ൌ ͳͶܾ‫ͲͲͳݓ‬ ‫ כ‬ඨ ‫ܯ כ‬ଶǡோ௞ ൫ͳ െ ௛௛೐ ൯ ‫ܭ‬ଶǡఝǡ௦௘௥ ൌ �� ‫݀ܽݎ‬ �� (9) (10) Loading against the direction of insertion ൌ Ͳǡͳ ‫ ܨ כ‬ ‫ܨ‬ ݄௘ �� ଷǡோ௞ � �� ଶǡோ௞ �� ‫ܨ‬ଽ଴ǡோ௞ ൌ ͳͶܾ‫ כ ݓ‬ඨ �� ൫ͳ �� െ ௛௛೐ ൯ �� ൌ�Ͳǡͳ ‫�ܨ� �כ‬ � �� ‫ܨ‬ଷǡோ௞ �� ଶǡோ௞ � �� 2�� 2 � √� � �� 2 � �� 2 � �� (8) (6) (11) Wichtige Informationen: tem acesti omnis adis re pratior atus. corrovit ventiis sunt et lam este dentium as aliqui to que reiciis as desequiatem rem quae. anducit facilla niatus quatur? Neseni The protection against lifting is ensured sapedipsam aspedita nonseca eperiossit autthrough ex etur sita dolupta tistis et aut ipidestior assunt. our competent staff are always available for advice: +49 8703 9346-0 or via e-mail to support@pitzl. downloads and helpful video tutorials: www. Holz GL 28h �� mit � �� **Andere Holzklassen oder Schraubenlängen können Sie aus unserem Statik-Buch. Namus a non rectem ut di alique solupid ellest.2.� �� Design Manual connectors �� Timber-to-timber connections � �� 3. quos a screw in the corresponding drilled Order with letter "A" Example : "8211A" � �� *In Einschubrichtung Schrauben 8 x 180 mm Vollgewinde. Nem. TaepelXerferorum et. das Sie unter [email protected] . entnehmen. J ρk. Fla.Rk Characteristic yield moment of a screw Characteristic embedding strength according to equation (8.1) M2.H n90.Design Manual connectors Fast.H Fla.H.J n90.de Alternatively. downloads and helpful video tutorials: www. e2.Rk eZ e1.H.pitzl.H.Rk Eccentricity of the force F2. e1. our competent staff are always available for advice: +49 8703 9346-0 or via e-mail to [email protected] with regard to the joist end grain surface Eccentricity of the force F4.J. KG DIN 18 800 For more information and technical details.H n45. e 2 e45 elim e M M2.J.Rk/F2.Rk (for types 8211 to 8320 see Table B.1) The lower characteristic moment capacity of the joist or header connection Fax.Rk (12) Height of the connector plate Angle between screw axis and grain direction Penetration depth of the threaded part of a joist screw Penetration depth of the threaded part of a header screw Characteristic density of the joist Characteristic density of the header Number of inclined screws in the joist plate of the HVP connector Number of inclined screws in the header plate of the HVP connector Number of screws perpendicular to the joist plate of the HVP connector Number of screws perpendicular to the header plate of the HVP connector Lateral capacity of a joist screw.α.Rk Withdrawal capacity of an inclined header screw.k d Fax.15) of Eurocode 5 Outer thread diameter of a screw Withdrawal capacity of an inclined joist screw. simple and precise: for the best result Loading perpendicular to the direction of insertion Where: h α ℓef.H Withdrawal capacity of a moment screw arranged perpendicular to the connector plate (according to Eurocode 5 or corresponding European Technical Approval) HVP connector dimension (see Table 1) HVP connector dimensions (see Table 1) Page 8 Pitzl Metallbau GmbH & Co.Rk Lateral capacity of a header screw.J.J ℓef.Ed with regard to the centre of the HVP connector HVP connector dimension (see Table B.H ρk. Fax. e2.J n45.J.α. My.de .k fh. Ed F3.Rd Design load F3 (against the direction of insertion) Wichtige Informationen: Design load-carrying capacity in loading case F3 (against the direction of insertion) F4. n90.pitzl.Rk Lateral capacity of a Sie header metalStatik-Buch.Rd verzinkt zinip Designbeschichtet load-carrying capacity in loading case F2 (in the direction of insertion) F3.H ≥ 2 ܽ 90. Holz GL 28h Fla.de anfordern können.Rd Design load F1 (perpendicular to the connector plate) Design load-carrying capacity in loading case F1 (perpendicular to the connector plate) Pfostenträger DesignStecksystem load F (in the direction of insertion) F 2. corrovit ventiis sunt et lam este dentium as aliqui to que reiciis as desequiatem rem quae.pitzl. KG �� ݄௘ DIN 18 800 Page 9 For more information and technical details.H.de Alternatively.the following condition should be fulfilled: (13) Where: F1.de/video/verbinder/hvp-lehren �� Number of fasteners (metal anchors or screws). Namus a non rectem ut di alique solupid ellest. ͳͲͲ ‫ܯ כ‬ �� ൌ �� ଶǡோ௞ � �� ‫�ܭ‬ �� ଶǡఝǡ௦௘௥ ‫݀ܽݎ‬ Pitzl Metallbau GmbH & Co.Ed F1. downloads and helpful video tutorials: www.Rd Design load F4 (perpendicular to the direction of insertion) Design load-carrying capacity in loading case F4 (perpendicular to the tem acesti omnis adis re pratior atus. our competent staff are always available for advice: +49 8703 9346-0 or via e-mail to [email protected] Manual connectors Figure 1: Definition of e2 und e45 For combined loading of the HVP connector. anchor or screw **Andere Holzklassen oder Schraubenlängen können aus unserem das Sie unter [email protected] F4.Ed 2 galvanisch F2. quos 3. Timber-to-concrete or timber-to-steel connections �� to 8460B) 8211B �(HVP �� Loading in the direction of insertion (14) �� 2� � �� √2 (15) ‫ܨ‬ଶǡுǡோ௞ ൌ ݊ଽ଴ǡு ‫ܨ כ‬௟௔ǡுǡோ௞ (16) Where: � � �� nwww.de . entnehmen. NB: The load-carrying capacity of concrete must be also verified.Hൌ ߚ௡ ‫ͳ כ‬ǡͷ ‫ כ‬൫‫ݐ‬௥௘௤ െ ͷ൯ ௙௜ *In Einschubrichtung mit Schrauben 8 x 180 mm Vollgewinde. anducit facilla niatus quatur? Neseni sapedipsam aspedita nonseca eperiossit aut ex etur sita direction dolupta of insertion) tistis et aut ipidestior assunt. Ga.3. TaepelXerferorum et. Nem. Structural fire design“.Structural fire design“ as protected connections with steel plates as side members.Design Manual connectors Fast.pitzl.Part 1-2: General . simple and precise: for the best result Fire tests at the Technical University Munich (TUM) – 60 minutes HVP: Fire resistance up to 60min Header connector plate Joist connector plate Header connector plate Joist connector plate 4.2 of EN 1995-1-2 „Eurocode 5 . treq ≤ 60 min ‫ܨ‬ଽ଴ǡோ௞ ൌ ͳͶܾ‫ כ ݓ‬ඨ ݄௘ ൫ͳ െ ௛௛೐ ൯ The laterally loaded screws of the HVP connectors should be designed according to section 6. KG DIN 18 800 For more information and technical details.3.Design of timber structures . downloads and helpful video tutorials: www.the ൌ ݊ଽ଴ǡு ‫ܨ כ‬௟௔ǡுǡோ௞ HVP connector plates shall be protected on all sides by timber or by a wood-based panel of the thickness afi: ܽ௙௜ ൌ ߚ௡ ‫ͳ כ‬ǡͷ ‫ כ‬൫‫ݐ‬௥௘௤ െ ͷ൯ in mm Where: afi Required thickness of the timber or the wood-based ͳͲͲ ‫ܯ כ‬ଶǡோ௞ panel protection ൌ ‫ܭ‬ଶǡఝǡ௦௘௥ βn Design notional ‫݀ܽݎ‬ charring rate under standard fire exposure according to EN 1995-1-2 treq Required time of fire resistance in min.Design of timber structures .de .4 of EN 1995-1-2 „Eurocode 5 . our competent staff are always available for advice: +49 8703 9346-0 or via e-mail to [email protected] 1-2: General . ‫ܨ‬ଷǡோ௞ ൌ Ͳǡͳ ‫ܨ כ‬ଶǡோ௞ Page 10 Pitzl Metallbau GmbH & Co. The axially loaded screws should be designed according to section 6.de Alternatively. Resistance to fire If‫ܨ‬aଶǡுǡோ௞ fire resistance is required. Ø 8 x 180 mm • Combination 4: HVP 8045 to 8075: GL24h.de . The force in the direction of insertion (F2).Ø 8 x 180 + Ø 8 x 120 mm *In Einschubrichtung mit Schrauben 8 x 180 mm Vollgewinde. The torsion moment from the joist connection has to be taken into account for the design and the storage of the header. 5. Ø 8 x 120 mm Page 11 Pitzl Metallbau GmbH & Co.5 x 50mm (lef= 44mm) or Ø 4. KG DIN 18 800 For more information and technical details.de Alternatively.Ø 4.against the direction of insertion (F3) and perpendicular to the direction of insertion (F4) as well as perpendicular to the connector plane (F1).pitzl. • Combination 6: HVP 8420 to 8460: GL28h. • Glued laminated timber classified GL24h or GL28h minimum according to EN 1194:1999-05 • • Spax full threaded screws Ø 4. our competent staff are always available for advice: +49 8703 9346-0 or via e-mail to [email protected] 3. NB: Tables of load-carrying capacity for screws from other manufacturers are available on demand.the load-carrying capacity of the header metal anchors or screws shall be additionally verified (cf.5 x 50 mm HVP 8160 to 8320: GL24h.Ø 8 x 180 mm • Combination 5: HVP 8420 to 8460: GL24h.Ø 4. Holz GL 28h **Andere Holzklassen oder Schraubenlängen können Sie aus unserem Statik-Buch.Ø 5 x 80 (or 70) mm HVP 8420 to 8460: GL24h. corrovit ventiis sunt et lam este dentium as aliqui to que 12/0114) reiciis as desequiatem rem quae.The connection to concrete or steel elements must be built with at least 2 fasteners in the upper holes. Ga.1 Materials Wood-based materials: Fasteners: Pfostenträger Stecksystem • Solid timber classified C24 minimum according to • galvanisch zinip beschichtet ENverzinkt 338:2010-02. The given load-carrying capacities are valid on the condition that all designed fasteners are built in. Characteristic load-carrying capacities di alique solupid ellest.Ø 8 x 160 mm • Combination 2: HVP 8045 to 8075: GL24h. quos The load-carrying capacity of the HVP connectors are given for the following combinations: • Combination 1: HVP 8045 to 8075: C24. downloads and helpful video tutorials: www. Namus a non rectem ut 5. Pitzl HVP connectors are designed for use in service classes 1 and 2 The load-carrying capacities are given for loads in the direction of insertion (F2).5 x 60 mm HVP 8160 to 8320: GL24h. As fasteners are used full threaded Spax-screws made of carbon steel with countersunk head according to ETA-12/0114.the force against the direction of insertion (F3) and the force perpendicular to connector plane (F1) are supposed to act in the joist axis.5 x 60mm (lef= 54mm) (according to ETA-12/0114) Spax full threaded screws Ø 5 x 60mm (lef= 54mm) or Ø 5 x 80 or 70mm (lef= 61mm) (according to ETA-12/0114) Wichtige Informationen: Spax full threaded screws Ø 8 x 160mm (lef= 145mm) or Ø 8 x tem acesti re pratior atus.5 x 50 mm HVP 8160 to 8320: C24.80mm) TaepelXerferorum 180mm (lef= 165mm) or Øomnis 8 xadis 120mm (lef= (nach ETAet.2.3). If the HVP connector is connected to concrete or steel elements. Tables of load-carrying capacity for Spax screws In the following are given characteristic load-carrying capacities for a connection where the joist beam is horizontally and vertically perpendicular to the header beam for definite material combinations.Ø 8 x 180 + das Sie unter info@pitzl. Their dimensions and the wood-based materials with them they are used are as below: • Ø 4.Design Manual connectors 5.5 x 60 mm (HVP 8045 and 8075) Ø 5 x 60 mm or Ø 5 x 80 (or 70) mm (HVP 8160 to 8320) in timber elements classified C24 or GL24h • Ø 8 x 160 mm or Ø 8 x 180 mm or Ø 8 x 120 mm in timber elements classified GL24h or GL28h. Nem.de anfordern können.Ø 4.5 x 60 mm HVP 8160 to 8320: C24. entnehmen.Ø 5 x 80 (or 70) mm HVP 8420 to 8460: GL28h.Ø 8 x 160 mm • Combination 3: HVP 8045 to 8075: C24.Ø 4.5 x 50 mm or Ø 4.Ø 5 x 60 mm HVP 8420 to 8460: GL24h. anducit facilla niatus quatur? Neseni sapedipsam aspedita nonseca eperiossit aut ex etur sita dolupta tistis et aut ipidestior assunt.Ø 5 x 60 mm HVP 8420 to 8460: GL28h. load-carrying capacity of Spax screws HVP-No.Rk [N] Header Fla.5 60 GL24h 1303 4026 2060 1 5 60 C24 1488 4154 2353 2 5 60 GL24h 1551 4437 2452 3 5 80 C24 1488 4636 2353 4 5 80 GL24h 1551 4951 2452 When α=90° Fax.pitzl.2).for a front transom) with an eccentricity e2 > elim. If the force (F4) does not act in the centre of the HVP connector (for example. our competent staff are always available for advice: +49 8703 9346-0 or via e-mail to [email protected] timber sections).J.de . Combination Nr.Part 3.Rk [N] 1 4.5 50 C24 1251 3135 1977 2 4.J.de Alternatively. The both upper inclined screws of the header plate and the both lower inclined screws of the joist plate are 120mm long. Table 2: Combinations. downloads and helpful video tutorials: www.Rk [N] 1 8 160 GL24h 3367 13653 5324 15018 2 8 160 GL28h 3498 14508 5530 15959 3 8 180 GL24h 3367 15336 5324 16870 4 8 180 GL28h 3498 16297 5530 17927 5 6 8 180 GL24h 3367 15336 5324 16870 8 120 GL24h 3367 7089 5324 7798 8 180 GL28h 3498 16297 5530 17927 8 120 GL28h 3498 7533 5530 8286 Page 12 Pitzl Metallbau GmbH & Co.Design Manual connectors Fast.2).the load-carrying capacity is to calculate according to the formula (9) (cf.H. simple and precise: for the best result The eccentricities e2 and e45 for the determination of the load-carrying capacity in the direction of insertion (F2) and the load-carrying capacity perpendicular to the direction of insertion (F4) are assumed as follows: e2 ≤ elim and e45= 0.H.Part 3. KG DIN 18 800 For more information and technical details. the loadcarrying capacity is to calculate according to the formula (12) (cf.5 50 GL24h 1303 3348 2060 3 4.Rk [N] inclined screw Fax. Screws Material Characteristic load-carrying capacity of a screw Joist Ø [mm] 8045 8075 8160 8320 8420 8460 l [mm] Fla.5 60 C24 1251 3770 1977 4 4. The combinations 5 and 6 allow to reduce the minimal timber sections (cf. If the force (F2) acts with an eccentricity e2 > elim. For this the load-carrying capacities of the single screws according to Table 2 can be used. Rk [kN] F3.93 10.8 76.J n90.83 23.4 96.8 8440 120 400 8 3 12 4 12 160 GL24h 37.5 66.2 8450 120 500 8 3 16 4 16 160 GL24h 37.92 34.21 8160 45 60 5 6 1 7 0 60 GL24h 12.5 1 3 3 0 50 GL24h 3.5 2.8 153.3 8320 75 200 5 12 10 19 0 60 C24 40.8 179.30 0. Namus a non rectem ut [kN] [kN] [kN] [kN] di alique solupid ellest.7 70.9 8315 75 150 5 10 9 15 0 60 GL24h 30.2 21.59 5.4 72.5 1 1 2 0 50 GL24h 3.1 19.4 2.5 8440 120 400 8 3 12 4 12 160 GL28h 39.Rkeste dentiumF3. our competent staff are always available for advice: +49 8703 9346-0 or via e-mail to [email protected] 205.7 8215 55 150 5 10 8 13 0 60 GL24h 30.0 8435 120 350 8 3 10 4 10 160 GL24h 37.5 8445 120 450 8 3 14 4 14 160 GL28h 39.4 193.0 22.82 5.0 3.89 10. das Sie unter 8460info@pitzl. Holz GL 28h 8455 120 550 8 3 18 4 **Andere Holzklassen oder Schraubenlängen können Sie aus unserem Statik-Buch.7 12.0 35.8 128.7 3.4 168.8 51. Width b [mm] Height h [mm] l [mm] et.30 28.9 16. Ø 8 x 160 / GL24h) HVP No. Ø 5 x 60 / C24 .Rk [kN] F2.7 8420 120 200 8 3 4 4 4 160 GL24h 37.0 33.94 26.H n45.8entnehmen.77 - 2.0 39.53 29.0 2.8 102.9 15.8 14. Width b [mm] Height h [mm] Number and dimensions of screws Material F1.2 20.4 144.8 230.0 8455 120 550 8 3 18 4 18 160 GL24h 37. anducit facilla niatus quatur? Neseni Number and dimensions of screws Ø [mm] Joist Header n90.3 3.3 24.62 5.24 30.13 24.1 8420 120 200 8 3 4 4 4 160 GL28h 39.de Alternatively.5 1 1 2 0 50 C24 2.5 8445 120 450 8 3 14 4 14 160 GL24h 37.01 6.2 12.4 120.5 18 160 GL28h 39. Ø 8 x 160 / GL28h) Wichtige Informationen: tem acesti omnis adis re pratior atus.1 43.H 8045 25 45 4.4 241.4 48.J n90.0 31.4 3. Ø 5 x 60 / GL24h .5 8435 120 350 8 3 10 4 10 160 GL28h 39.Rk [kN] F4.5 20 160 GL28h 39.Rk 1.8 45.0 23.3 5.1 73.18 0. quos 8045 25 45 4.H sapedipsam aspedita nonseca eperiossit aut ex etur sita dolupta tistis et aut ipidestior assunt.6 8425 120 250 8 3 6 4 6 160 GL24h 37.Rk [kN] n90.50 8075 25 75 4.J n45.3 38.4 Ø [mm] Joist Pfostenträger Stecksystem Header l [mm] galvanisch verzinkt zinip beschichtet Table 4: Combination 2 (Ø 4.8 256.0 8.67 32. downloads and helpful video tutorials: www.5 x 50 / C24.5 50.8 23.69 31.82 2.3 8430 120 300 8 3 8 4 8 160 GL24h 37.5 8430 120 300 8 3 8 4 8 160 GL28h 39.5 8425 120 250 8 3 6 4 6 160 GL28h 39.de 120 anfordern 600 können.0 29.4 217.0 9.5 8450 120 500 8 3 16 4 *In Einschubrichtung mit Schrauben 8 x 180 mm Vollgewinde.01 2.0 36.61 8075 25 75 4.8 8315 75 150 5 10 9 15 0 60 C24 30.3 64.14 27.7 8460 120 600 8 3 20 4 20 160 GL24h 37.Rk reiciis as desequiatem rem quae.4 52.9 7.1 77.00 8160 45 60 5 6 1 7 0 60 C24 12.4 7. Nem.5 25.5 Page 13 Pitzl Metallbau GmbH & Co.65 37.H n45.9 57.93 0.20 20.5 18.5 9.35 21.pitzl.4 8211 55 110 5 8 6 11 0 60 C24 22.9 8211 55 110 5 8 6 11 0 60 GL24h 22.Rk F4.6 80.96 - 2. 3 20 4 16 160 GL28h 39.93 0. KG DIN 18 800 For more information and technical details.de .J n45.Design Manual connectors Table 3: Combination 1 (Ø 4.2 3. TaepelXerferorum HVP Nr.8 8215 55 150 5 10 8 13 0 60 C24 30.0 59.3 4. Ga. corrovitFventiis sunt et lam as aliqui to que Material F2.5 1 3 3 0 50 C24 2.5 8320 75 200 5 12 10 19 0 60 GL24h 40.5 x 50 / GL24h.6 10. 4 8.7 230.Rk [kN] n90.7 172.5 x 60 / GL24h.9 8211 55 110 5 8 6 11 0 80 GL24h 22.0 35.Rk [kN] n90.1 8420 120 200 8 3 4 4 4 180 GL28h 44.18 0.21 8160 45 60 5 6 1 7 0 80 GL24h 12.1 189.J n45. Ø 8 x 180 / GL24h) HVP No.7 16.43 5.5 38.1 77.9 8315 75 150 5 10 9 15 0 80 GL24h 30.Rk [kN] F2.8 3.0 8.9 3.5 8430 120 300 8 3 8 4 8 180 GL28h 44.5 8460 120 600 8 3 20 4 20 180 GL28h 44.7 57. Ø 5 x 80 / C24 .0 30.7 201. Width b [mm] Height h [mm] Number and dimensions of screws Material F1.Rk [kN] F4.Design Manual connectors Fast.1 271. downloads and helpful video tutorials: www.J n45.Rk [kN] F3.H n45.4 8211 55 110 5 8 6 11 0 80 C24 22.7 20.66 6.0 9. Tabelle 6: Kombination 4 (Ø 4.38 34.4 45.50 8075 25 75 4.0 24.6 8425 120 250 8 3 6 4 6 180 GL24h 42.1 81.5 Ø [mm] Joist Header l [mm] NB: 70mm Spax screws with lef= 61mm (such as 80mm Spax screws) can be as well used without diminution of the load-carrying capacity.1 216. Ø 8 x 180 / GL28h) HVP No.7 64.5 8445 120 450 8 3 14 4 14 180 GL24h 42.5 8445 120 450 8 3 14 4 14 180 GL28h 44. simple and precise: for the best result Table 5: Combination 3 (Ø 4.89 10.5 8440 120 400 8 3 12 4 12 180 GL28h 44.7 144.59 5.1 28.7 86.3 25. Width b [mm] Height h [mm] Number and dimensions of screws Material F1.3 8430 120 300 8 3 8 4 8 180 GL24h 42. our competent staff are always available for advice: +49 8703 9346-0 or via e-mail to [email protected] 4.93 0.Rk [kN] F2.63 21.8 4.3 50.3 8320 75 200 5 12 10 19 0 80 C24 40.5 8425 120 250 8 3 6 4 6 180 GL28h 44.2 59.4 Ø [mm] Joist Header l [mm] NB: 70mm Spax screws with lef= 61mm (such as 80mm Spax screws) can be as well used without diminution of the load-carrying capacity.0 36. Ø 5 x 80 / GL24h .7 8215 55 150 5 10 8 13 0 80 GL24h 30.0 41.7 288.5 1 3 3 0 60 GL24h 3.19 27.46 20.9 21.6 2.J n90.0 57.H n45.76 24.7 115.6 3.8 37.9 17.62 5.8 19.1 54.93 0. Page 14 Pitzl Metallbau GmbH & Co.8 8440 120 400 8 3 12 4 12 180 GL24h 42.3 8.68 29.00 8160 45 60 5 6 1 7 0 80 C24 12.6 43.5 8320 75 200 5 12 10 19 0 80 GL24h 40.13 30.0 31.5 23.4 10.2 11.1 244.5 x 60 / C24.5 1 1 2 0 60 GL24h 3.64 31.93 10.3 2.6 5.0 8435 120 350 8 3 10 4 10 180 GL24h 42.1 27.de Alternatively.42 23.J n90.5 8435 120 350 8 3 10 4 10 180 GL28h 44.43 3.06 26.53 28.0 24.Rk [kN] F4. KG DIN 18 800 For more information and technical details.6 13.0 66.66 3.7 8420 120 200 8 3 4 4 4 180 GL24h 42.10 32.5 8455 120 550 8 3 18 4 18 180 GL28h 44.2 5.pitzl.5 1 1 2 0 60 C24 3.61 8075 25 75 4.8 80.1 108.4 70.Rk [kN] F3.8 8215 55 150 5 10 8 13 0 80 C24 30.56 - 2.0 26.7 8460 120 600 8 3 20 4 20 180 GL24h 42.8 8315 75 150 5 10 9 15 0 80 C24 30.5 8450 120 500 8 3 16 4 16 180 GL28h 44.0 8455 120 550 8 3 18 4 18 180 GL24h 42.3 52.3 3.1 14.7 259.5 1 3 3 0 60 C24 3.0 43.1 162.H 8045 25 45 4.2 8450 120 500 8 3 16 4 16 180 GL24h 42.30 0.33 - 2.de .1 135.9 73.H 8045 25 45 4. 5 8 4 8 180/120 GL28h 44.0atus.39 37.J n90.3 8430 120 300 8 3 8 4 8 180/120 GL24h 42.5 Ø [mm] Joist Pfostenträger Stecksystem 8430 120 300 8 3 galvanisch verzinkt zinip beschichtet Header l [mm] 8435 120 350 8 3 10 4 10 180/120 GL28h 44.7 42. Width b [mm] Height h [mm] Number and dimensions of screws Material F1. quos *In Einschubrichtung mit Schrauben 8 x 180 mm Vollgewinde.7 128.1 93.1 202.Rk [kN] F3.1 229.0 38.6 8425 120 250 8 3 6 4 6 180/120 GL24h 42.0 8435 120 350 8 3 10 4 10 180/120 GL24h 42.7 157.de anfordern können.5 8460 120 600 8 3 20 4 20 180/120 sapedipsam aspedita nonseca eperiossit aut ex etur sita 80.8 6.7 186.Rk [kN] Ø [mm] Joist Header l [mm] Table 8: Combination 6 (Ø 8 x 180 + Ø 8 x 120 / GL28h) HVP No.5 25.5 8445 120 450 8 3 14 4 14 180/120 GL24h 42.1 39.9 9.de Alternatively.3 et. Namus ut GL28h 44.0 8455 120 550 8 3 18 4 18 180/120 GL24h 42.2 8450 120 500 8 3 16 4 16 180/120 GL24h 42.2 64. Holz GL 28h **Andere Holzklassen oder Schraubenlängen können Sie aus unserem Statik-Buch. corrovit ventiis sunt et lam este dentium as aliqui to que di alique solupid ellest.68 30.1 4.Design Manual connectors Table 7: Combination 5 (Ø 8 x 180 + Ø 8 x 120 / GL24h) HVP No.0 12.1 43.pitzl.1 14. KG DIN 18 800 For more information and technical details.Rk [kN] F3.9 7.9 70.7 70.5 GL28h 44.6 12.4a non rectem 73.Rk [kN] F4. our competent staff are always available for advice: +49 8703 9346-0 or via e-mail to [email protected] 256.8 quae.7 52.7 99.1 148. TaepelXerferorum 21.1 66.5 66.Rk [kN] F2.09 31.21 24. Nem.5 8450 120 500 8 3 16 4 16 180/120 tem acesti 44. anducit facilla niatus quatur? Neseni dolupta tistis et aut ipidestior assunt.96 23.4 15.2 17.8 8440 120 400 8 3 12 4 12 180/120 GL24h 42.5 8440 120 400 8 3 12 4 12 180/120 GL28h 44.J n45.7 272.2 18.Rk [kN] F4. Width b [mm] Height h [mm] Number and dimensions of screws n90.7 77.4 22.1 121. downloads and helpful video tutorials: www.6 3.5 57.H n45.3 20.7 omnis adis re pratior GL28h 215.J n90.J n45. Page 15 Pitzl Metallbau GmbH & Co.5 8445 120 450 8 3 14 4 14 180/120 Wichtige Informationen: GL28h 44. entnehmen. Ga.7 24.1 175.5 8425 120 250 8 3 6 4 6 180/120 GL28h 44.H 8420 120 200 8 3 4 4 4 180/120 GL28h 44.Rk [kN] n90. das Sie unter [email protected] 10.Rk [kN] F2.H 8420 120 200 8 3 4 4 4 180/120 GL24h 42.H n45.de .9 45.7 8460 120 600 8 3 20 4 20 180/120 GL24h 42.4 Material F1.5 8455 120 550 8 3 18 4 18 180/120 reiciis as desequiatem rem243.6 59.8 50.6 27. our competent staff are always available for advice: +49 8703 9346-0 or via e-mail to [email protected] Manual connectors Fast. simple and precise: for the best result 6. The minimal timber dimensions and distances to the edges are valid for the HVP connectors 8045 to 8320 for a loading in the direction of insertion (F2). Minimal timber dimensions and distances to the edges Joist horizontally and vertically perpendicular to header: In the following the minimal timber dimensions and distances to the edges are given for a connection with Spax screws of different lengths where the joist is horizontally and vertically perpendicular to the header. For the HVP connectors high loads (8420 to 8460) they are valid for the loadings: in the direction of insertion (F2) and perpendicular to connector plane (F1). downloads and helpful video tutorials: www.de . Timber dimensions 6.1. KG DIN 18 800 For more information and technical details.de Alternatively.pitzl. For other loadings and connection geometries the indications of the screws manufacturer and of the page 23 must be respected. Page 16 Pitzl Metallbau GmbH & Co. 0 mm) Art.Design Manual connectors HVP connectors 8045 to 8320 Screws length: HVP 8045 and 8075: 50 mm (Ø 4. 25 quos 150 * For a loading in the direction of insertion (F2) with e2<elim the minimal lateral distance to the edges (and also the timber width) can be reduce to the following value: 10 mm Art. Connector Column (mm) Minimal timber dimensions Minimal distance to the edges Width (mm) Height (mm) C Width C Height Lateral Up: A Down: B 8045 25 45 60 30 1 50 - 8075 25 75 60 30 1 50 - 8160 45 60 60 70 10 50 - 8211 55 110 60 80 10 50 - 8215 55 150 60 80 10 50 *In Einschubrichtung mit Schrauben 8 x 180 mm Vollgewinde. Ga. No.pitzl.de .de Alternatively. TaepelXerferorum et. KG DIN 18 800 For more information and technical details. 50 **Andere Holzklassen aus unserem das Sie unter anfordern 8320info@pitzl. 100 10 50 Page 17 Pitzl Metallbau GmbH & Co. anducit facilla niatus quatur? 10 5 25 100 Neseni sapedipsam aspedita nonseca eperiossit aut ex etur sita dolupta 20* tistis et aut 10ipidestior assunt.10 corrovit ventiis0sunt et lam este 35dentium as aliqui 120 to que reiciis as desequiatem rem quae. Holz GL 28h 8315 75oder Schraubenlängen 150 60können Sie100 10Statik-Buch. 60entnehmen. our competent staff are always available for advice: +49 8703 9346-0 or via e-mail to support@pitzl. downloads and helpful video tutorials: www. ConnectorStecksystem Header beam (mm) Pfostenträger galvanisch verzinkt zinip beschichtet Minimal timber dimensions Joist (mm) Minimal distance to the edges Minimal timber dimensions Width (mm) Height (mm) H Width H Height Lateral Up: A Down: B J Width J Height 8045 25 45 60 60 42 4 11 50 80 8075 25 75 60 90 42 5 10 50 110 8160 45 60 60 100 55 5 30 70 90 8211 55 110 60 140 55 4 26 100 150 8215 55 150 60 180 55 3 27 100 8315 75 150 60 180 55 4 26 8320 75 200 60 230 55 3 27 Minimal total timber height: E (mm) Minimal timber dimensions Lateral Up: Down: 10 0 30 80 190 20* 10 25 190 120 180 20* 10 20 190 120 230 20* 10 15 240 C D Wichtige Informationen: tem acesti omnis adis re pratior atus.de 75 200 können.5 mm) HVP 8160 to 8320: 60 mm (Ø 5. No. Nem. Namus a non rectem ut di alique solupid ellest. No. HVP 8045 and 8075: 60 mm (Ø 4. Connector Column (mm) Minimal timber dimensions Minimal distance to the edges Width (mm) Height (mm) C Width C Height Lateral Up: A Down: B 8045 25 45 70 30 1 50 - 8075 25 75 70 30 1 50 - 8160 45 60 70 70 10 50 - 8211 55 110 70 80 10 50 - 8215 55 150 70 80 10 50 - 8315 75 150 70 100 10 50 - 8320 75 200 70 100 10 50 - Page 18 Pitzl Metallbau GmbH & Co.de Alternatively.0 mm) Connector Header beam (mm) Joist (mm) Minimal timber dimensions Minimal distance to the edges Minimal timber dimensions Minimal timber dimensions Minimal total timber height: E (mm) Width (mm) Height (mm) H Width H Height Lateral Up: A Down: B J Width J Height Lateral Up: C Down: D 8045 25 45 70 60 42 4 11 50 90 10 0 40 90 8075 25 75 70 90 42 5 10 50 120 10 0 40 120 8160 45 60 80 100 55 5 30 70 90 10 5 25 100 8211 55 110 80 140 55 4 26 100 160 20* 10 40 160 8215 55 150 80 180 55 3 27 100 200 20* 10 40 200 8315 75 150 80 180 55 4 26 120 200 20* 10 35 200 8320 75 200 80 230 55 3 27 120 240 20* 10 25 240 * For a loading in the direction of insertion (F2) with e2<elim the minimal lateral distance to the edges (and also the timber width) can be reduce to the following value: 10 mm Art.5 mm) HVP 8160 to 8320: 80 mm (Ø 5.de . simple and precise: for the best result HVP connectors 8045 to 8320 Screws length: Art. downloads and helpful video tutorials: www. No. KG DIN 18 800 For more information and technical details.pitzl. our competent staff are always available for advice: +49 8703 9346-0 or via e-mail to [email protected] Manual connectors Fast. our competent staff are always available for advice: +49 8703 9346-0 or via e-mail to support@pitzl. No. TaepelXerferorum 470 et. quos Column (mm) Minimal timber dimensions Minimal distance to the edges Width (mm) Height (mm) C Width C Height Lateral Up: A Down: B 8420 120 200 160 150 15 60 - 8425 120 250 160 150 15 61 - 8430 120 300 160 150 15 65 - 8435 120 350 160 150 15 70 - 8440 120 400 160 150 15 70 - NB: 8445 120 450 160 150 15 71 - 8450 120 500 160 150 15 80 - The screws perpendicular to the connector plane (and also the header width) can be reduce to the following value: 120mm 8455 120 550 160 150 15 80 - 8460 120 600 160 150 15 80 Page 19 Pitzl Metallbau GmbH & Co.de Alternatively. 45 Ga. downloads and helpful video tutorials: www. corrovit ventiis sunt et lam este dentium as aliqui to que reiciis as desequiatem rem quae. Namus a non rectem ut 10 20 40 510 di alique solupid ellest. 160mm (Ø 8 mm) Connector Header beam (mm) Minimal timber dimensions Minimal distance to the edges Pfostenträger Stecksystem Width Height H H Lateral (mm) (mm) Width Height 8420 120 200 160 270 8425 120 250 160 320 galvanisch verzinkt zinip beschichtet Joist (mm) Minimal timber dimensions Minimal timber dimensions Minimal total timber height: E (mm) Up: A Down: B J Width J Height Lateral Up: C Down: D 30 60 9 120 270 10 20 50 310 30 61 9 120 320 10 20 50 370 Wichtige 10 20 Informationen: 45 410 8430 120 300 160 380 30 65 9 120 370 8435 120 350 160 430 30 70 9 120 420 8440 120 400 160 480 30 70 9 120 460 8445 120 450 160 530 30 71 9 120 510 8450 120 500 160 590 30 75 9 120 550 10 20 30 610 8455 120 550 160 640 30 80 9 120 600 10 20 25 660 8460 120 600 160 690 30 80 9 120 640 10 20 20 700 Art. anducit facilla niatus quatur? Neseni sapedipsam aspedita 10 20 nonseca eperiossit 35 aut ex etur 560sita dolupta tistis et aut ipidestior assunt. KG DIN 18 800 For more information and technical details. Connector tem10 acesti omnis adis 20 re pratior atus.pitzl. No. Nem.de .HVP-Verbinder Design Manual connectors HVP connectors 8420 to 8460 Screws length : Art. No. our competent staff are always available for advice: +49 8703 9346-0 or via e-mail to support@pitzl. downloads and helpful video tutorials: www. Connector Column (mm) Minimal timber dimensions Minimal distance to the edges Width (mm) Height (mm) C Width C Height Lateral Up: A Down: B 8420 120 200 180 150 15 75 - 8425 120 250 180 150 15 75 - 8430 120 300 180 150 15 80 - 8435 120 350 180 150 15 80 - 8440 120 400 180 150 15 85 - 8445 120 450 180 150 15 85 - 8450 120 500 180 150 15 90 - 8455 120 550 180 150 15 90 - 8460 120 600 180 150 15 95 - NB: The screws perpendicular to the connector plane (and also the header width) can be reduce to the following value : 120mm Page 20 Pitzl Metallbau GmbH & Co.pitzl. KG DIN 18 800 For more information and technical details.Design Manual connectors Fast. No. simple and precise: for the best result HVP connectors 8420 to 8460 Screws length : 180mm Art.de . Connector Header beam (mm) Joist (mm) Minimal timber dimensions Minimal distance to the edges Minimal timber dimensions Minimal timber dimensions Minimal total timber height: E (mm) Width (mm) Height (mm) H Width H Height Lateral Up: A Down: B J Width J Height Lateral Up: C Down: D 8420 120 200 180 290 30 75 9 120 280 10 20 60 340 8425 120 250 180 340 30 75 9 120 330 10 20 60 390 8430 120 300 180 390 30 80 9 120 380 10 20 55 440 8435 120 350 180 440 30 80 9 120 430 10 20 55 490 8440 120 400 180 500 30 85 9 120 470 10 20 50 540 8445 120 450 180 550 30 85 9 120 520 10 20 45 580 8450 120 500 180 600 30 90 9 120 560 10 20 40 630 8455 120 550 180 650 30 90 9 120 610 10 20 35 680 8460 120 600 180 710 30 95 9 120 650 10 20 30 730 Art.de Alternatively. our competent staff are always available for advice: +49 8703 9346-0 or via e-mail to support@pitzl. quos Column (mm) Minimal timber dimensions Minimal distance to the edges Width (mm) Height (mm) C Width C Height Lateral Up: A Down: B 8420 120 200 180 150 15 31 - 8425 120 250 180 150 15 35 - 8430 120 300 180 150 15 40 - 8435 120 350 180 150 15 40 - 8440 120 400 180 150 15 41 - 8445 120 450 180 150 15 45 - 8450 120 500 180 150 15 50 - 8455 120 550 180 150 15 50 - 8460 120 600 180 150 15 51 - NB: The screws perpendicular to the connector plane (and also the header width) can be reduce to the following value : 120mm Page 21 Pitzl Metallbau GmbH & Co. 15 Ga. No. KG DIN 18 800 For more information and technical details.de . Namus a non rectem ut 10 20 10 460 di alique solupid ellest. TaepelXerferorum 410 et. Nem.HVP-Verbinder Design Manual connectors HVP connectors 8420 to 8460 Screws length: 180 mm + 2x120 mm (Ø 8 mm) in the header (upper part) and in the joist (lower part) Art. anducit facilla niatus quatur? Neseni sapedipsam aspedita nonseca eperiossit aut ex etur sita 10 20 5 510 dolupta tistis et aut ipidestior assunt. Connector Wichtige 10 20 Informationen: 15 360 tem10 acesti omnis adis 20 re pratior atus. Connector Header beam (mm) Minimal timber dimensions Minimal distance to the edges Pfostenträger Stecksystem Width Height H H Lateral (mm) (mm) Width galvanisch verzinkt zinip beschichtet Joist (mm) Height Minimal timber dimensions Minimal timber dimensions Minimal total timber height: E (mm) Up: A Down: B J Width J Height Lateral Up: C Down: D 10 20 20 260 10 20 20 310 8420 120 200 180 240 30 31 9 140 240 8425 120 250 180 300 30 35 9 140 290 8430 120 300 180 350 30 40 9 140 340 8435 120 350 180 400 30 40 9 140 390 8440 120 400 180 450 30 41 9 140 430 8445 120 450 180 510 30 45 9 140 480 8450 120 500 180 560 30 50 9 140 520 10 20 0 560 8455 120 550 180 610 30 50 9 140 570 10 20 0 610 8460 120 600 180 660 30 51 9 140 620 10 20 0 660 Art. downloads and helpful video tutorials: www.de Alternatively. corrovit ventiis sunt et lam este dentium as aliqui to que reiciis as desequiatem rem quae.pitzl. No. pitzl.Design Manual connectors Fast. KG DIN 18 800 For more information and technical details. downloads and helpful video tutorials: www.de . our competent staff are always available for advice: +49 8703 9346-0 or via e-mail to [email protected] Alternatively. simple and precise: for the best result Other connection geometries: For other connection geometries the following indications must be respected. Elevation Top view (Eccentricity between the center connector and secondary beam axis) 35° ˂ γ < 145° or 0° or 180° 25° ˂ β < 155° or 0° or 180° Page 22 Pitzl Metallbau GmbH & Co. 2. corrovit ventiis sunt et lam este dentium as aliqui to que reiciis as desequiatem rem quae.the characteristic splitting capacity should be taken as: ‫ܨ‬ଽ଴ǡோ௞ ൌ ͳͶܾ‫ כ ݓ‬ඨ and: ݄௘ ൫ͳ െ ௛೐ ൯ ௛ according to EN 1995-1-1:2010-12 The value of he can be determinated as following: In header: Wichtige Informationen: tem acestithe omnis adis re pratior plate atus.de . KG DIN 18 800 For more information and technical details. Page 23 Pitzl Metallbau GmbH & Co. Namus a non rectem ut di alique solupid ellest. Nem. our competent staff are always available for advice: +49 8703 9346-0 or via e-mail to [email protected] is the characteristic splitting capacity.pitzl.and TaepelXerferorum he = hv + distance between connector the lower edge In joist: et. (w = 1 for the HVP connectors) he s the loaded edge distance to the centre of the most distant fastener. anducit facilla niatus quatur? Neseni sapedipsam aspedita nonseca eperiossit aut ex etur sita dolupta tistis et aut ipidestior assunt.in mm. quos he = hv + distance between the connector plate and the upper edge ‫ܨ‬ଷǡோ௞ ൌ Ͳǡͳ ‫ܨ כ‬ଶǡோ௞ F90. h is the timber member height. Splitting capacity ͳͲͲ ‫ܯ כ‬ଶǡோ௞ ‫ܭ‬ ൌ ଶǡఝǡ௦௘௥ The design of the connections ‫ ݀ܽݎ‬shall be in accordance with Eurocode 5 or a similar national Timber Code.de Alternatively. Ga.HVP-Verbinder Design Manual connectors ‫ܨ‬ଶǡுǡோ௞ ൌ ݊ଽ଴ǡு ‫ܨ כ‬௟௔ǡுǡோ௞ ܽ௙௜ ൌ ߚ௡ ‫ͳ כ‬ǡͷ ‫ כ‬൫‫ݐ‬௥௘௤ െ ͷ൯ Pfostenträger Stecksystem galvanisch verzinkt zinip beschichtet 6.in mm. For softwoods.in N w is a modification factor. b is the member thickness.in mm. downloads and helpful video tutorials: www. Ed HT NT HT hv he h he hv h NT Fv.de Alternatively. our competent staff are always available for advice: +49 8703 9346-0 or via e-mail to [email protected] HVP connectors 8045 to 8320 Value of hv in mm: HVP 8045 and 8075 Screws length 50 mm 60 mm HVP No. downloads and helpful video tutorials: www. simple and precise: for the best result Fv. Header Joist Header Joist 8045 35 47 35 51 8075 65 79 65 83 HVP 8160 to 8320 Screws length 60 mm 70 mm 80 mm HVP No. Header Joist Header Joist Header Joist 8160 50 50 50 50 50 50 8211 99 103 99 106 99 110 8215 137 142 137 145 137 149 8315 139 139 139 142 139 146 8320 188 181 188 184 188 188 Page 24 Pitzl Metallbau GmbH & Co.pitzl.Design Manual connectors Fast. KG DIN 18 800 For more information and technical details.de . 120 Ga.de Alternatively.Ed Pfostenträger Stecksystem HVP connectors 8420 to 8460 galvanisch verzinkt zinip beschichtet Value of hv in mm: Wichtige Informationen: HVP 8420 to 8460 Screws length 160 mm 180 mm tem acesti omnis pratior 180adis mmre + 2 x atus. anducit facilla niatus quatur? Neseni sapedipsam aspedita nonseca eperiossit aut ex etur sita 178 165 dolupta tistis et aut ipidestior assunt. downloads and helpful video tutorials: www. mmTaepelXerferorum et. our competent staff are always available for advice: +49 8703 9346-0 or via e-mail to [email protected] Design Manual connectors Fv.pitzl. corrovit ventiis sunt et lam este dentium as aliqui to que reiciis as desequiatem rem quae. Nem. Header Joist Header Joist 8420 192 179 199 187 8425 244 229 252 237 230 215 8430 297 274 304 282 283 260 8435 349 324 357 332 335 310 8440 402 369 409 377 388 355 8445 454 414 462 422 440 400 8450 507 459 514 467 493 445 8455 559 504 567 512 545 490 8460 612 549 619 557 598 535 Page 25 Pitzl Metallbau GmbH & Co. KG DIN 18 800 For more information and technical details. Header Joist Namus a non rectem ut di alique solupid ellest. quos HVP No.Ed HT hv he h h he hv NT Fv.de . 8 (inclusive in the delivery content) HVP 8445B to 8460B: 6 x internal threaded anchors with M12 (or M16 according to static requirement).for example Fischer RG 18 x 125 M 12 I 6 x screws with countersunk head M12 (or M16 according to static requirement).Design Manual connectors Fast. These anchor plates will be manufactured according to your requirement (structural engineering calculation).for example Fischer FH II 12/15 SK HVP 8420B to 8440B: 4 x internal threaded anchors M12.steel quality 8. Fasteners of the concrete part per HVP connector: HVP 8211B to 8320B: 4 x Ø12 mm high performance anchors with countersunk head.steel quality 8.de Alternatively.de . The anchors with internal screw thread can be fixed either with boreholes in the concrete wall and injection mortar or by embedded anchor plates in concrete. our competent staff are always available for advice: +49 8703 9346-0 or via e-mail to support@pitzl. simple and precise: for the best result 7. downloads and helpful video tutorials: www. By the way the distances to the concrete edges can be reduced.8 (inclusive in the delivery content) The header-plates of HVP 8445 to 8460 comprise injection drilled holes in order to fill the gap between the screws and the connector-plate and thus ensure an equal and simultaneous loading transmission of all screws and screw anchors. Connections to concrete The load-carrying capacity of the concrete part (anchors and concrete) and the distance between the anchors and the edges must be calculated according to the corresponding current standards.pitzl. 8450B. KG DIN 18 800 For more information and technical details. Anchor plates with welded internal threaded anchors ensure a precise and quick fixation of the HVP connectors. Page 26 Pitzl Metallbau GmbH & Co. Construction: The construction instructions of the anchors manufacturer must be observed.for example Fischer RG 18 x 125 M 12 I 4 x screws with countersunk head M 12. 8445B. 8455B und 8460B are no carry articles. 8435B. NB: HVP 8425B. -No. corrovit inequality ventiis sunt et lam este dentium as aliqui to que reiciis as desequiatem rem quae.120mm (thread length: min. das Sie unter info@pitzl. By use of screws with longer thread lengths the tension load-carrying capacity can be calculated with the following equation: and with: RFd. Page 27 Pitzl Metallbau GmbH & Co.8 + washer Ø 58 mm 120/120 120/90 8712 M12 8712 4x F 10x120mm M12 4.pitzl.8 + washer Ø 68 mm 120/120 120/90 * F = full-thread wood screw Stecksystem Pfostenträger Metalverzinkt fasteners: galvanisch zinip beschichtet . Ga. our competent staff are always available for advice: +49 8703 9346-0 or via e-mail to support@pitzl. (Tension) Design value of the load-carrying capacity in the load case F (Tension) for the thread length lef in kN lef effective thread length of the screws in mm *In Einschubrichtung mit Schrauben 8 x 180 mm Vollgewinde. entnehmen.M12 oder M16 according to post-purlin connector Wichtige Informationen: Combined forces: tem acesti omnis adis re pratior atus.d Design value of stress in the load cases F (compression) or F (tension) in N Design value of load-carrying capacity in the load cases F (compression) or F (tension) in N Design value of stress in the load cases H1 or H2 in N Design value of load-carrying capacity in the load cases H1 or H2 in N Increase of the tension load-carrying capacity: The load-carrying capacity of the fasteners in timber was calculated for screws with a thread length of 100mm. TaepelXerferorum If a vertical force F (compression or tension) and horizontal forces H act at the same time. Threaded rod Steel quality of the connectors: Steel grade S235JR according to EN 10025-2:2005-04 ReH > 235 N/mm². Screws Threaded rod min b/h min b/h 8710 M10 8710 4x F 10x120mm M10 4.d RH.8 + washer Ø 58 mm 120/120 120/90 8716 M16 8716 4x F 10x120mm M16 4.the following shall be fulfilled: et.de Alternatively. quos Where: EF. KG DIN 18 800 For more information and technical details.d EH.(Tension).120mm (Thread length > 100 mm) according to EN 14592 or with ETA. Holz GL 28h Rd. Namus a non rectem ut di alique solupid ellest.steel Schraubenlängen Design value of the capacity due to steel failure in kN **Andere Holzklassenfailure oder können Sieload-carrying aus unserem Statik-Buch. Rm > 360 N/mm² Technical information of the post-purlin connectors Post-purlin connectors Metal Fasteners Post [mm] Purlin [mm] Type Dimension Art.de anfordern können.de . Nem. downloads and helpful video tutorials: www.d RF. Fasteners: Wood screws with countersunk head Ø10 x min. Characteristics European Technical Approval: ETA-10/0413 Material: Timber: Solid timber from softwood classified C24 minimum according to EN 338:2010-02.Design Manual connectors B/ Post-purlin connectors 1. anducit facilla niatus quatur? Neseni sapedipsam aspedita nonseca eperiossit aut ex etur sita dolupta tistis et aut ipidestior assunt.4 full-thread wood screws with countersunk head Ø10 x min.100mm) -Threaded rod: M10. 3 x 0.1 To calculate according to EC5 8712 11.8712 and 8716: Design values of the load-carrying capacity in kN per connector Load direction Type Load-duration class. kmod Permanent 0.7/0.3 like H1. Design load-carrying capacity Post-purlin connectors 8710.8 Short 0.de Alternatively.Design Manual connectors Fast.4 H2.3 13. simple and precise: for the best result Application example 2. downloads and helpful video tutorials: www.6 Long 0.9 3.d (perpendicular to the purlin) Medium 0.2 3.4 3.5 5.1 6. load-duration class short: Fd = 11.8 4.9 Instantaneous 1.d (parallel to the purlin) all types 3.9 Page 28 Pitzl Metallbau GmbH & Co.7 Fd (compression) all types Fd (tension) all types - H1.pitzl. our competent staff are always available for advice: +49 8703 9346-0 or via e-mail to [email protected] .d 8716 Timber or fasteners failure: In service class 3 (outdoors) the values of the table must be reduced in relationship to the modification coefficient to apply kmod Fd (Tension) in service class 3.4 5.9 4.9 8710 2. KG DIN 18 800 For more information and technical details. das Sie unter info@pitzl. quos 7. Holz GL 28h **Andere Holzklassen oder Schraubenlängen können Sie aus unserem Statik-Buch.3 - - 7. downloads and helpful video tutorials: www. Nem.3 - - γm(C) - - γm - - γm - - 8712 8716 8712 8716 Steel F2/F3 Timber Steel tem acesti omnis adis re pratior atus. TaepelXerferorum et. Page 29 Pitzl Metallbau GmbH & Co.7 - 7.ventiis sunt6. Characteristic load-carrying capacity F4/F5 Wichtige Informationen: Post-purlin connector F1 (Compression) F1 (Tension) Type Art.3 - *In Einschubrichtung mit Schrauben 8 x 180 mm Vollgewinde. Ga.pitzl.3 16.as aliqui to que reiciis as desequiatem rem quae. corrovit et lam este dentium . entnehmen.de anfordern können.3 - γm(C) γm. KG DIN 18 800 For more information and technical details.Design Manual connectors Pfostenträger Stecksystem galvanisch verzinkt zinip beschichtet 3.3 . anducit facilla niatus quatur? Neseni γm(C) sapedipsam aspedita nonseca eperiossit aut ex etur sita dolupta tistis et aut ipidestior assunt. Namus a non rectem ut di alique solupid ellest.0 - γm - To calculate according to EC5 16.3 - - 7.de .No.3 - - 7.de Alternatively.3 - γm(C) - - γm - - γm - - To calculate according to EC5 16. Timber Timber Steel Timber Steel 8710 8710 To calculate according to EC5 16. our competent staff are always available for advice: +49 8703 9346-0 or via e-mail to support@pitzl. KG 18 800 For more information and technical details. KG DIN 18DIN 800 GmbH & Co. Telefax: +49 08703 9346-55. DE-84051 Altheim Tel. Infos. KG.Design Manual connectors Fast.pitzl. Siemensstraße 26. Downloads.de . technische Informationen und hilfreiche Montagevideos: www.pitzl.de Alternatively. downloads and helpful video tutorials: www.de Pitzl GmbH & Co. reminders Date Page 30 Pitzl Metallbau Pitzl Metallbau GmbH & Co.: +49 08703 9346-0. simple and precise: for the best result Notes. our competent staff are always available for advice: +49 8703 9346-0 or via e-mail to support@pitzl. drafts. Telefax: +49 08703 9346-55. das Sie unter [email protected]. DE-84051 Altheim Tel. Siemensstraße 26. Holz GL 28h **Andere Holzklassen oder Schraubenlängen können Sie aus unserem Statik-Buch.de Alternatively. Nem. drafts. Ga. Downloads.de Pitzl GmbH & Co. reminders Date Pfostenträger Stecksystem galvanisch verzinkt zinip beschichtet Wichtige Informationen: tem acesti omnis adis re pratior atus. KG.pitzl. technische Informationen und hilfreiche Montagevideos: www.de . Page 31 Pitzl Metallbau Pitzl Metallbau GmbH & Co. Infos. TaepelXerferorum et. quos *In Einschubrichtung mit Schrauben 8 x 180 mm Vollgewinde. anducit facilla niatus quatur? Neseni sapedipsam aspedita nonseca eperiossit aut ex etur sita dolupta tistis et aut ipidestior assunt.de anfordern können. downloads and helpful video tutorials: www. our competent staff are always available for advice: +49 8703 9346-0 or via e-mail to support@pitzl. corrovit ventiis sunt et lam este dentium as aliqui to que reiciis as desequiatem rem quae. KG 18 800 For more information and technical details.: +49 08703 9346-0.Design Manual connectors Notes. KG DIN 18 800 DIN GmbH & Co. Namus a non rectem ut di alique solupid ellest. entnehmen. We recommend our distributor: Pitzl GmbH & Co. Version as of 05/2013. KG Siemensstraße 26 DE-84051 Altheim . downloads and helpful video tutorials: www.: +49 8703 9346-0 Telefax: +49 8703 9346-55 www. Images are similar. our competent staff are always available for advice: +49 (0) 8703 9346-0 or via e-mail to [email protected] Pitzl Metallbau GmbH & Co.de All rights reserved.Germany Tel.de .pitzl. simple and precise: for the best result • Timberconnectors • Post bases • Balcony posts / fence posts • always up to date with www.de Alternatively. Reprint in part or whole only with express permission of Pitzl GmbH Manufacturer: Modifications and errors reserved. KG DIN 18 800 For more information and technical details. v5000/fo-DE Fast.

Pitzl - Design Manual Connectors - HVP Connectors, SPP Connectors

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