VYHLÁSENIE O PARAMETROCH. č SK. Predpokladané použitie. stave ý h častí ako o kladov a stropov, pozri prílohu, najmä prílohy B 1 - B 3

Size: px
Start display at page:

Download "VYHLÁSENIE O PARAMETROCH. č SK. Predpokladané použitie. stave ý h častí ako o kladov a stropov, pozri prílohu, najmä prílohy B 1 - B 3"

Transcription

1 VYHLÁSENIE O PARAMETROCH č SK 1. Jedi eč ý ide tifikač ý kód typu výro ku: fischer skrutka do betónu FBS, FBS A4 a FBS C 2. )a ýšľa é použitie/použitia: Produkt O eľová kotva pre použitie v etó e k upev e iu ťažký h systé ov Predpokladané použitie K upev e iu a/ale o podpore os ý h etó ový h prvkov ale o ťažký h stave ý h častí ako o kladov a stropov, pozri prílohu, najmä prílohy B 1 - B 3 3. Výrobca: fischerwerke GmbH & Co. KG, Klaus-Fischer-Straße 1, Waldachtal, Nemecko 4. Splnomocnený zástupca: Systém(-y) posudzovania a overovania nemennosti parametrov: 1 6a. Harmonizovaná norma: --- Notifikovaný(-é) subjekt(-y): --- 6b. Európsky hodnotiaci dokument: ETAG 001; Európske technické posúdenie: ETA-11/0095; Orgán technického posudzovania: DIBt Notifikovaný(-é) subjekt(-y): 1343 MPA Darmstadt 7. Deklarované parametre: Me hani ká pevnosť a sta ilita (BWR 1) Podstatný znak Výkon Charakteristi ká ú os osť pri zaťaže í ťaho a š yko, ako aj Pozri prílohu, o zvlášť prílohu C 1 a C 2 ohybové momenty v betóne Okrajové a osové vzdialenosti Pozri prílohu, o zvlášť prílohu C 1 a C 2 Posu pod zaťaže í v ťahu a strihu Pozri prílohu, najmä prílohu C 3 Protipožiarna o hrana (BWR 2) Podstatný znak Výkon Reak ia a oheň H oždi ka spĺňa požiadavky triedy A Odol osť voči ohňu Pozri prílohu, o zvlášť prílohu C 4 8. Vhod á te h i ká doku e tá ia a/ale o špe ifi ká te h i ká doku e tá ia: --- Uvedené parametre výrobku sú v zhode so súborom deklarovaných parametrov. Toto vyhlásenie o parametroch sa v súlade s ariade í EÚ č. 5/ vydáva a výhrad ú zodpoved osť uvede ého výro u. Podpísal(-a) za a v mene výrobcu: Andreas Bucher, Dipl.-Ing. Wolfgang Hengesbach, Dipl.-Ing., Dipl.-Wirtsch.-Ing. Tumlingen, Toto vyhlásenie o vlastnostiach bolo vyhotovené v rôznych jazykoch. V prípade, že dôjde k rozdielnemu výkladu má a gli ká verzia vždy pred osť. - Príloha o sahuje do rovoľ é a doplňujú e i for á ie v a gli ko jazyku. Tieto vychádzajú zo zákonom stanovených požiadaviek jazykovo eutrál y h

2 Appendix 1 / 11 Specific Part 1 Technical description of the product The fischer concrete screw FBS is an anchor in size of 8, 10, 12 and 14 made of zinc-plated steel respectively steel with zinc flake coating (FBS) or made of stainless steel (FBS A4, FBS C). The anchor is screwed into a predrilled cylindrical drill hole. The special thread of the anchor cuts an internal thread into the member while setting. The anchorage is characterised by mechanical interlock in the special thread. Product and product description is given in Annex A. 2 Specification of the intended use in accordance with the applicable European Assessment Document The performances given in Section 3 are only valid if the anchor is used in compliance with the specifications and conditions given in Annex B. The verifications and assessment methods on which this European Technical Assessment is based lead to the assumption of a working life of the anchor of at least 50 years. The indications given on the working life cannot be interpreted as a guarantee given by the producer, but are to be regarded only as a means for choosing the right products in relation to the expected economically reasonable working life of the works. 3 Performance of the product and references to the methods used for its assessment 3.1 Mechanical resistance and stability (BWR 1) Essential characteristic Characteristic resistance for tension and shear loads as well as bending moments in concrete Performance See Annex C 1 and C 2 Edge distances and spacing See Annex C 1 and C 2 Displacements under tension and shear loads See Annex C Safety in case of fire (BWR 2) Essential characteristic Reaction to fire Performance Resistance to fire See Annex C Safety in use (BWR 4) Anchorages satisfy requirements for Class A1 The essential characteristics regarding Safety in use are included under the Basic Works Requirement Mechanical resistance and stability. 4 Assessment and verification of constancy of performance (AVCP) system applied, with reference to its legal base In accordance with guideline for European technical approval ETAG 001, April 2013 used as European Assessment Document (EAD) according to Article 66 Paragraph 3 of Regulation (EU) No 305/2011 the applicable European legal act is: [96/582/EC]. The system to be applied is: 1

3 Appendix 2 / 11

4 Appendix 3 / 11

5 Appendix 4 / 11

6 Appendix 5 / 11

7 Appendix 6 / 11

8 Appendix 7 / 11

9 Appendix 8 / 11

10 Appendix 9 / 11

11 Appendix 10 / 11

12 Appendix 11 / 11

VYHLÁSENIE O PARAMETROCH. č SK. Predpokladané použitie. stave ý h častí ako o kladov a stropov, pozri prílohu, najmä prílohy B 1 - B 4

VYHLÁSENIE O PARAMETROCH. č SK. Predpokladané použitie. stave ý h častí ako o kladov a stropov, pozri prílohu, najmä prílohy B 1 - B 4 VYHLÁSENIE O PARAMETROCH č. 0009 SK 1. Jedi eč ý ide tifikač ý k d typu výro ku: o eľová kotva fis her FAZ II 2. )a ýšľa é použitie/použitia: Produkt O eľová kotva pre použitie v betóne k upev e iu ťažký

More information

VYHLÁSENIE O PARAMETROCH. č SK. Predpoklada é použitie. stave ý h častí ako o kladov a stropov, pozri prílohu, najmä prílohy B 1 - B 8

VYHLÁSENIE O PARAMETROCH. č SK. Predpoklada é použitie. stave ý h častí ako o kladov a stropov, pozri prílohu, najmä prílohy B 1 - B 8 VYHLÁSENIE O PARAMETROCH č. 0007 SK 1. Jedi eč ý ide tifikač ý k d typu výro ku: i jektáž y systé FIS V 2. )a ýšľa é použitie/použitia: Produkt O eľová kotva pre použitie v et e k upev e iu ťažký h systé

More information

VYHLÁSENIE O PARAMETROCH. č SK

VYHLÁSENIE O PARAMETROCH. č SK VYHLÁSENIE O PARAMETROCH č. 0048 SK 1. Jedi eč ý ide tifikač ý k d typu výro ku: rá ová h oždi ka fischer SXR/SXRL 2. )a ýšľa é použitie/použitia: Produkt Plastové kotvy pre použitie v betóne a murive

More information

VYHLÁSENIE O PARAMETROCH č. Hilti HDA 0672-CPD-0012

VYHLÁSENIE O PARAMETROCH č. Hilti HDA 0672-CPD-0012 SK VYHLÁSENIE O PARAMETROCH č. Hilti HDA 0672-CPD-0012 1. Jedinečný identifikačný kód typu výrobku: Mechanická kotva Hilti HDA 2. Typ, číslo výrobnej dávky alebo sériové číslo, alebo akýkoľvek iný prvok

More information

DECLARATION OF PERFORMANCE

DECLARATION OF PERFORMANCE EN DECLARATION OF PERFORMANCE DoP No. Hilti HUS3 0672-CPD-0361 1. Unique identification code of the product-type: Hilti Screw Anchor HUS3 2. Type, batch or serial number as required pursuant to Article

More information

Hilti HSV-F Stud anchor

Hilti HSV-F Stud anchor Product Data Sheet Hilti Anchor version Benefits torque-controlled mechanical expansion allows immediate load application HSV-F Carbon steel, hot dipped galvanised, min 42 microns coating thickness setting

More information

ETIKA V PROFESII PSYCHOLÓGA

ETIKA V PROFESII PSYCHOLÓGA P r a ž s k á v y s o k á š k o l a p s y c h o s o c i á l n í c h s t u d i í ETIKA V PROFESII PSYCHOLÓGA N a t á l i a S l o b o d n í k o v á v e d ú c i p r á c e : P h D r. M a r t i n S t r o u

More information

Authorised and notified according to Article 29 of the Regulation (EU) No 305/2011 of the European Parliament and of the Council of 9 March 2011

Authorised and notified according to Article 29 of the Regulation (EU) No 305/2011 of the European Parliament and of the Council of 9 March 2011 ETA-Danmark A/S Göteborg Plads 1 DK-2150 Nordhavn Tel. +45 72 24 59 00 Fax +45 72 24 59 04 Internet www.etadanmark.dk Authorised and notified according to Article 29 of the Regulation (EU) No 305/2011

More information

I n t e r ku l t ú r n a ko mu n i ká c i a na hodine anglické h o jazyka. p r ostrední c tvom použitia PC

I n t e r ku l t ú r n a ko mu n i ká c i a na hodine anglické h o jazyka. p r ostrední c tvom použitia PC I n t e r ku l t ú r n a ko mu n i ká c i a na hodine anglické h o jazyka p r ostrední c tvom použitia PC P e t r a J e s e n s k á A n o t á c i a V p r í s p e v k u j e r o z p r a c o v a n é š p e

More information

A through-bolt expansion wedge anchor with controlled torque, for use in cracked and non cracked concrete.

A through-bolt expansion wedge anchor with controlled torque, for use in cracked and non cracked concrete. A through-bolt expansion wedge anchor with controlled torque, for use in cracked and non cracked concrete. ETA assessed option 1 anchor. Galvanised carbon steel, with 316 (A4) stainless steel expansion

More information

1 Input data. Profis Anchor Company: Specifier: Address: Phone I Fax: Page: Project: Sub-Project I Pos. No.

1 Input data.   Profis Anchor Company: Specifier: Address: Phone I Fax:   Page: Project: Sub-Project I Pos. No. 1 Specifier's comments: Check of Existing Base plate (B6)- According to max. forces on Node No. 11979, LC 1.4(D.L.+WX) 1 Input data Anchor type and diameter: HIT-HY 200 + HIT-V-F (8.8) M27 Seismic/Filling

More information

1 Input data. Profis Anchor Company: Specifier: Address: Phone I Fax: Page: Project: Sub-Project I Pos. No.

1 Input data.   Profis Anchor Company: Specifier: Address: Phone I Fax:   Page: Project: Sub-Project I Pos. No. 1 Specifier's comments: Design of Typical Baseplate B1 according to Max. forces in Node No. (5984), LC19 (1.2D+1.6S+0.8WY CASE B) 1 Input data Anchor type and diameter: HIT-HY 200 + HIT-V (8.8) M24 Seismic/Filling

More information

Edward C. Robison, PE, SE. 02 January Architectural Metal Works ATTN: Sean Wentworth th ST Emeryville, CA 94608

Edward C. Robison, PE, SE. 02 January Architectural Metal Works ATTN: Sean Wentworth th ST Emeryville, CA 94608 Edward C. Robison, PE, SE ks ATTN: Sean Wentworth 1483 67 th ST Emeryville, CA 94608 02 January 2013 SUBJ: 501 CORTE MADERA AVE, CORTE MADERA, CA 94925 BALCONY GUARD BASE PLATE MOUNTS The guards for the

More information

Technical information CONCRETE / SOLID STONE. Reaction resin mortar, epoxy-acrylate-based with styrene USAGE INSTRUCTIONS

Technical information CONCRETE / SOLID STONE. Reaction resin mortar, epoxy-acrylate-based with styrene USAGE INSTRUCTIONS CONCRETE / SOLID STONE USAGE 1. AREAS OF APPLICATION Heavy load-carrying attachments in solid stone, concrete, porous concrete and light concrete Suitable for attachment points close to the edge, since

More information

Depending on the application and the anchor type one of the following two concepts can be applied: Partial safety factor concept.

Depending on the application and the anchor type one of the following two concepts can be applied: Partial safety factor concept. Anchor design Safety concept Depending on the application and the anchor type one of the following two concepts can be applied: For anchors for use in concrete having an European Technical Approval (ETA)

More information

Hilti North America Installation Technical Manual Technical Data MI System Version

Hilti North America Installation Technical Manual Technical Data MI System Version MIC-SA-MAH 174671 Hilti North America Installation Technical Manual Technical Data MI System Version 1. 08.017 Terms of common cooperation / Legal disclaimer The product technical data published in these

More information

KUNSTSTOFFDÜBEL ALS MEHRFACHBEFESTIGUNG VON NICHTTRAGENDEN SYSTEMEN ZUR VERANKERUNG IM BETON UND MAUERWERK

KUNSTSTOFFDÜBEL ALS MEHRFACHBEFESTIGUNG VON NICHTTRAGENDEN SYSTEMEN ZUR VERANKERUNG IM BETON UND MAUERWERK Leitlinie für die europäische technische Zulassung (ETAG) ETAG 020 KUNSTSTOFFDÜBEL ALS MEHRFACHBEFESTIGUNG VON NICHTTRAGENDEN SYSTEMEN ZUR VERANKERUNG IM BETON UND MAUERWERK TEIL 2: KUNSTSTOFFDÜBEL ZUR

More information

2D - STRIP ANCHOR LIFTING SYSTEM

2D - STRIP ANCHOR LIFTING SYSTEM 2D - STRIP ANCHOR LIFTING SYSTEM WWW.TERWA.COM Terwa reserves the right to make changes to the documentation at any time Page 1 OVERVIEW LIFTING CLUTCHES AND TRANSPORT ANCHOR SA-B SA-ST SA-TTU UNIVERSAL

More information

Structural Steelwork Eurocodes Development of a Trans-National Approach

Structural Steelwork Eurocodes Development of a Trans-National Approach Course: Eurocode 4 Structural Steelwork Eurocodes Development of a Trans-National Approach Lecture 9 : Composite joints Annex B References: COST C1: Composite steel-concrete joints in frames for buildings:

More information

Structural Calculations for Juliet balconies using BALCONY 2 System (Aerofoil) handrail. Our ref: JULB2NB Date of issue: March 2017

Structural Calculations for Juliet balconies using BALCONY 2 System (Aerofoil) handrail. Our ref: JULB2NB Date of issue: March 2017 Juliet balconies using BALCONY 2 System (Aerofoil) handrail PAGE 1 (ref: JULB2NB280317) Structural Calculations for Juliet balconies using BALCONY 2 System (Aerofoil) handrail Our ref: JULB2NB280317 Date

More information

ETAG 001 Edition 2012

ETAG 001 Edition 2012 European Organisation for Technical Approvals Europäische Organisation für Technische Zulassungen Organisation Européenne pour l Agrément Technique ETAG 001 Edition 2012 GUIDELIE FOR EUROPEA TECHICAL APPROVAL

More information

F O R SOCI AL WORK RESE ARCH

F O R SOCI AL WORK RESE ARCH 7 TH EUROPE AN CONFERENCE F O R SOCI AL WORK RESE ARCH C h a l l e n g e s i n s o c i a l w o r k r e s e a r c h c o n f l i c t s, b a r r i e r s a n d p o s s i b i l i t i e s i n r e l a t i o n

More information

Design of AAC wall panel according to EN 12602

Design of AAC wall panel according to EN 12602 Design of wall panel according to EN 160 Example 3: Wall panel with wind load 1.1 Issue Design of a wall panel at an industrial building Materials with a compressive strength 3,5, density class 500, welded

More information

CALCULATION MODE FOR ALUHD23/SH18 Traction and shear aluminium plate for Alufoot R system

CALCULATION MODE FOR ALUHD23/SH18 Traction and shear aluminium plate for Alufoot R system CALCULATION MODE FOR ALUHD23/SH18 Traction and shear aluminium plate for Alufoot R system INTRODUCTION ALUHD23/SH18 plate, being part of Alufoot system, is used in order to connect the CLT wall to the

More information

A through-bolt expansion wedge anchor with controlled torque, for use in non cracked concrete.

A through-bolt expansion wedge anchor with controlled torque, for use in non cracked concrete. A through-bolt expansion wedge anchor with controlled torque, for use in non cracked concrete. ETA assessed option 7 anchor. Stainless steel 316 (A4) grade, with 316 (A4) grade stainless steel expansion

More information

Tension zone applications, i.e., cable trays and strut, pipe supports, fire sprinklers Seismic and wind loading

Tension zone applications, i.e., cable trays and strut, pipe supports, fire sprinklers Seismic and wind loading General Information Mechanical Anchors General Information Power-Stud + SD1 Wedge Expansion Anchor Product Description The Power-Stud+ SD1 anchor is a fully threaded, torque-controlled, wedge expansion

More information

! " # $! % & '! , ) ( + - (. ) ( ) * + / 0 1 2 3 0 / 4 5 / 6 0 ; 8 7 < = 7 > 8 7 8 9 : Œ Š ž P P h ˆ Š ˆ Œ ˆ Š ˆ Ž Ž Ý Ü Ý Ü Ý Ž Ý ê ç è ± ¹ ¼ ¹ ä ± ¹ w ç ¹ è ¼ è Œ ¹ ± ¹ è ¹ è ä ç w ¹ ã ¼ ¹ ä ¹ ¼ ¹ ±

More information

G-FIRE GROOVED FITTINGS

G-FIRE GROOVED FITTINGS G-FIRE GROOVED FITTINGS 29 Pictorial Table of Contents Figure 510 90 Cast Elbows Page 32 Figures 212 & 312 22 1 2 Elbows Page 35 Figure 501 45 Cast Elbows Page 32 Figures 211 & 311 11 1 4 Elbows Page 36

More information

my!wind Ltd 5 kw wind turbine Static Stability Specification

my!wind Ltd 5 kw wind turbine Static Stability Specification my!wind Ltd 5 kw wind turbine Static Stability Specification 1 P a g e 0 3 / 0 4 / 2 0 1 4 Contents Contents... 2 List of Changes... 2 Appendixes... 2 General remarks... 3 1. Introduction... 4 2. Geometry...

More information

2D - STRIP ANCHOR LIFTING SYSTEM

2D - STRIP ANCHOR LIFTING SYSTEM 2D - STRIP ANCHOR LIFTING SYSTEM WWW.TERWA.COM alterations reserved Feb-18 Page 1 PRODUCT RANGE LIFTING CLUTCHES AND TRANSPORT ANCHOR SA-B SA-ST SA-TTU SA-TTU 12.5 kn Page 15 Page 20 Page 23 Page 26 SA-TU-HP

More information

Clayey sand (SC)

Clayey sand (SC) Pile Bearing Capacity Analysis / Verification Input data Project Task : PROJECT: "NEW STEAM BOILER U-5190 Part : A-1 Descript. : The objective of this Analysis is the Pile allowable bearing Capacity Analysis

More information

Lower Austria. The Big Travel Map. Big Travel Map of Lower Austria.

Lower Austria. The Big Travel Map. Big Travel Map of Lower Austria. v v v :,000, v v v v, v j, Z ö V v! ö +4/4/000 000 @ : / : v v V, V,,000 v v v v v v 08 V, v j?, v V v v v v v v,000, V v V, v V V vv /Z, v / v,, v v V, v x 6,000 v v 00,000 v, x v U v ( ) j v, x q J J

More information

S T A T E B U D G E T : T A X A M E N D M E N T S

S T A T E B U D G E T : T A X A M E N D M E N T S i T A X I N F O R M ATION N. 1 J a n u a r y 2 0 1 3 2 0 1 3 S T A T E B U D G E T : T A X A M E N D M E N T S I. I N T R O D U C T I O N................................... 2 I I. P E R S O N A L I N C

More information

Table of Contents. languages DOP's Pages

Table of Contents. languages DOP's Pages Table of Contents_DOP_EQUITONE_180102.xlsx Page 1 of 34 Table of Contents languages DOP's Pages german deutsch de_dop_equitone_180102 2-3 english english en_dop_equitone_180102 4-5 french français fr_dop_equitone_180102

More information

my!wind Ltd 5 kw wind turbine Static Stability Specification

my!wind Ltd 5 kw wind turbine Static Stability Specification my!wind Ltd 5 kw wind turbine Static Stability Specification 1 P a g e 0 3 / 0 4 / 2 0 1 4 Contents Contents... 2 List of Changes... 2 Appendixes... 2 General remarks... 3 1. Introduction... 4 2. Geometry...

More information

Our products. Page 3-4. Chemical anchor (approval ETA/08/0231) Hammer-in capsule 5-7. Chemical mortar (approval ETA-04/0071, and -0073)

Our products. Page 3-4. Chemical anchor (approval ETA/08/0231) Hammer-in capsule 5-7. Chemical mortar (approval ETA-04/0071, and -0073) CATALOGUE Befestigungssysteme Date 02.09 Our products Chemical anchor (approval ETA/0/023) Haer-in capsule Chemical mortar (approval ETA-04/00, -002 and -003) Self leveling Construction adhesive Wedge

More information

Linear Guides SH Series

Linear Guides SH Series inear Guides S Series Ball Slide Models: A, B Front view of A and B types Side view of B type MRO B1 W B 4-M l 1 T MYO K E B 3 W2 W1 Model o. SA SB SA SB S2A S2B SA SB S3A S3B S4A S4B SA SB Assembly Ball

More information

Assignment 1 - actions

Assignment 1 - actions Assignment 1 - actions b = 1,5 m a = 1 q kn/m 2 Determine action on the beam for verification of the ultimate limit state. Axial distance of the beams is 1 to 2 m, cross section dimensions 0,45 0,20 m

More information

Equivalent T-stubs (Component Method) as per DIN EN

Equivalent T-stubs (Component Method) as per DIN EN Equivalent T-stubs (Component Method) as per DIN EN 1993-1-8 Nemetschek Frilo GmbH www.frilo.de info@frilo.de As of 23/11/2012 Contents Introduction 3 T-stub model 3 Examples for the T-stub model 9 Introduction

More information

QUAKE BRAKE TM MODEL QBC-12 SEISMIC SWAY BRACING KIT FEATURING

QUAKE BRAKE TM MODEL QBC-12 SEISMIC SWAY BRACING KIT FEATURING QUAKE BRAKE TM MODEL QBC-12 SEISMIC SWAY BRACING KIT FEATURING The QUAKE BRAKE TM Seismic Dampening Device. The QUAKE BRAKE TM was Certified NEBS Level 3 Zone Compliant after being tested in accordance

More information

APPLICATION OF INTENSIVE SHEAR REINFORCEMENT TO SPLICING SLEEVE JOINT OF PRE-FABRICATED REINFORCEMENT ASSEMBLY

APPLICATION OF INTENSIVE SHEAR REINFORCEMENT TO SPLICING SLEEVE JOINT OF PRE-FABRICATED REINFORCEMENT ASSEMBLY 13 th World Conference on Earthquake Engineering Vancouver, B.C., Canada August 1-6, 24 Paper No. 587 APPLICATION OF INTENSIVE SHEAR REINFORCEMENT TO SPLICING SLEEVE JOINT OF PRE-FABRICATED REINFORCEMENT

More information

SHEAR DESIGN EQUATIONS FOR FRP RC BEAMS

SHEAR DESIGN EQUATIONS FOR FRP RC BEAMS SHEAR DESIGN EQUATIONS FOR FRP RC BEAMS Dr. Maurizio Guadagnini Dr. Kypros Pilakoutas Professor Peter Waldron Centre for Dept. of Civil and Structural Engineering The University of Sheffield, UK Outline

More information

Schöck Isokorb Type S22 and S16

Schöck Isokorb Type S22 and S16 Schöck Isokorb Type S22 and S16 Figure 1. Schöck Isokorb Type S22 The Schöck Isokorb Type S22 and S16 is used to transmit axial and shear forces in a steel connection. The combination of multiple modules

More information

Friction Coefficient Measurement Test on 13MN Class Tendon of PC Strands for Prestressed Concrete Containment Vessel (PCCV)

Friction Coefficient Measurement Test on 13MN Class Tendon of PC Strands for Prestressed Concrete Containment Vessel (PCCV) 20th International Conference on Structural Mechanics in Reactor Technology (SMiRT 20) Espoo, Finland, August 9-14, 2009 SMiRT 20-Division 6, Paper 1825 Friction Coefficient Measurement Test on 13MN Class

More information

Z7A. Load cells. Special features. Data sheet. Wiring code

Z7A. Load cells. Special features. Data sheet. Wiring code Z7A Load cells Special features - Complies with OIML R60 regulations up to 3000 d - Max. capacities: 500 kg... 10 t - Fulfills EMC requirements in accordance to EN 45 501 - Low transducer height - Robust

More information

STRUCTURAL VERIFICATION OF A 60.7 M DOME ROOF FOR TANK FB 2110

STRUCTURAL VERIFICATION OF A 60.7 M DOME ROOF FOR TANK FB 2110 CTS Netherlands B.V. Riga 10 2993 LW Barendrecht The Netherlands Tel.: +31 (0)180 531027 (office) Fax: +31 (0)180 531848 (office) E-mail: info@cts-netherlands.com Website: www.cts-netherlands.com Chamber

More information

Chapter Objectives. Design a beam to resist both bendingand shear loads

Chapter Objectives. Design a beam to resist both bendingand shear loads Chapter Objectives Design a beam to resist both bendingand shear loads A Bridge Deck under Bending Action Castellated Beams Post-tensioned Concrete Beam Lateral Distortion of a Beam Due to Lateral Load

More information

Schöck Isokorb Type S22 and S16

Schöck Isokorb Type S22 and S16 Schöck Isokorb Type S22 and S16 Figure 1. Schöck Isokorb Type S22 The Schöck Isokorb Type S22 and S16 is used to transmit axial and shear forces in a steel connection. The combination of multiple modules

More information

JointsForTekla Ver January

JointsForTekla Ver January Ing. Giovanni Conticello Ing. Sebastiano Floridia With the important help of Ing. Giovanni Trigili JointsForTekla Ver. 1.11.0.59 - January 23 2014 Design of joints of steel structures in environment TeklaStructures

More information

The distribution of characters, bi- and trigrams in the Uppsala 70 million words Swedish newspaper corpus

The distribution of characters, bi- and trigrams in the Uppsala 70 million words Swedish newspaper corpus Uppsala University Department of Linguistics The distribution of characters, bi- and trigrams in the Uppsala 70 million words Swedish newspaper corpus Bengt Dahlqvist Abstract The paper describes some

More information

Load Cells. 3/2 Introduction. 3/3 Mounting components 3/3 Introduction

Load Cells. 3/2 Introduction. 3/3 Mounting components 3/3 Introduction Siemens AG 2018 /2 Introduction / Mounting components / Introduction /4 Single point load cells /4 Overview /5 SIWAREX WL260 SP-S AA /5 - Load cell /6 SIWAREX WL260 SP-S AB /6 - Load cell /7 SIWAREX WL260

More information

S TRUCTUR A L PR E- A N A LYSIS TA B LES

S TRUCTUR A L PR E- A N A LYSIS TA B LES M a d e f o r b u i l d i n g b u i l t f o r l i v i n g S TRUTUR A L PR E- A N A LYSIS TA LES I M P R I N T KLH Massivholz GmbH Publisher and responsible for the content: KLH Massivholz GmbH Version:

More information

SKEMA S.p.a. Switchgear steel structures. Stress analisys under seismic load. Calculation report

SKEMA S.p.a. Switchgear steel structures. Stress analisys under seismic load. Calculation report page 1 SKEMA S.p.a Switchgear steel structures. Stress analisys under seismic load 7 09-01-08 Annex 1, 2, executive summary Zaccone Carni n/a Carni added 6 28-11-07 General revision Zaccone Carni n/a Carni

More information

SGF. The metric thread forming connection

SGF. The metric thread forming connection SGF The metric thread forming connection Schriever SGF Our challenge: An economical solution Alication: Direct connections in cylindrical bores and casted bores. Schriever SGF -screws are metric thread-forming,

More information

Example 4: Design of a Rigid Column Bracket (Bolted)

Example 4: Design of a Rigid Column Bracket (Bolted) Worked Example 4: Design of a Rigid Column Bracket (Bolted) Example 4: Design of a Rigid Column Bracket (Bolted) Page : 1 Example 4: Design of a Rigid Column Bracket (Bolted) Determine the size of the

More information

For sunshades using the Zee blades wind loads are reduced by 10 psf.

For sunshades using the Zee blades wind loads are reduced by 10 psf. C.R. Laurence Co., Inc. 2503 East Vernon Los Angeles, CA 90058 24 July 2009 SUBJ: CR LAURENCE UNIVERSAL SUN SHADES The CRL Universal Aluminum Sun Shades were evaluated in accordance with the 2006 International

More information

TABLE OF CONTENTS SECTION TITLE PAGE 2 PRINCIPLES OF SEISMIC ISOLATION OF BRIDGES 3

TABLE OF CONTENTS SECTION TITLE PAGE 2 PRINCIPLES OF SEISMIC ISOLATION OF BRIDGES 3 TABLE OF CONTENTS SECTION TITLE PAGE 1 INTRODUCTION 1 2 PRINCIPLES OF SEISMIC ISOLATION OF BRIDGES 3 3 ANALYSIS METHODS OF SEISMICALLY ISOLATED BRIDGES 5 3.1 Introduction 5 3.2 Loadings for the Analysis

More information

Mechanics of Materials CIVL 3322 / MECH 3322

Mechanics of Materials CIVL 3322 / MECH 3322 Mechanics of Materials CIVL 3322 / MECH 3322 2 3 4 5 6 7 8 9 10 A Quiz 11 A Quiz 12 A Quiz 13 A Quiz 14 A Quiz 15 A Quiz 16 In Statics, we spent most of our time looking at reactions at supports Two variations

More information

Introduction to Geohazard Standard Specification for Simple Drapery

Introduction to Geohazard Standard Specification for Simple Drapery Introduction to Geohazard Standard Specification for Simple Drapery Up to now, there is no standard specification for geohazard solutions in North America. Often projects specifications are referring to

More information

Structural Steelwork Eurocodes Development of A Trans-national Approach

Structural Steelwork Eurocodes Development of A Trans-national Approach Structural Steelwork Eurocodes Development of A Trans-national Approach Course: Eurocode Module 7 : Worked Examples Lecture 0 : Simple braced frame Contents: 1. Simple Braced Frame 1.1 Characteristic Loads

More information

10012 Creviston DR NW Gig Harbor, WA fax

10012 Creviston DR NW Gig Harbor, WA fax C.R. Laurence Co., Inc. ATTN: Chris Hanstad 2503 East Vernon Los Angeles, CA 90058 27 March 2013 SUBJ: CRL SRS STANDOFF RAILING SYSTEM GLASS BALUSTRADE GUARDS The SRS Standoff Railing System is an engineered

More information

Solution Methods for Beam and Frames on Elastic Foundation Using the Finite Element Method

Solution Methods for Beam and Frames on Elastic Foundation Using the Finite Element Method Solution Methods for Beam and Frames on Elastic Foundation Using the Finite Element Method Spôsoby riešenie nosníkov a rámov na pružnom podklade pomocou metódy konečných prvkov Roland JANČO 1 Abstract:

More information

STRUCTURAL ANALYSIS OF THE LIFTING DEVICE DETECTOR SUPPORTS FOR THE LHCb VERTEX LOCATOR (VELO)

STRUCTURAL ANALYSIS OF THE LIFTING DEVICE DETECTOR SUPPORTS FOR THE LHCb VERTEX LOCATOR (VELO) National Institute for Nuclear Physics and High Energy Physics Kruislaan 409 1098 SJ Amsterdam The Netherlands NIKHEF Reference no.: MT-VELO 04-2 EDMS no: 466608 OF THE LIFTING DEVICE DETECTOR SUPPORTS

More information

Name :. Roll No. :... Invigilator s Signature :.. CS/B.TECH (CE-NEW)/SEM-3/CE-301/ SOLID MECHANICS

Name :. Roll No. :... Invigilator s Signature :.. CS/B.TECH (CE-NEW)/SEM-3/CE-301/ SOLID MECHANICS Name :. Roll No. :..... Invigilator s Signature :.. 2011 SOLID MECHANICS Time Allotted : 3 Hours Full Marks : 70 The figures in the margin indicate full marks. Candidates are required to give their answers

More information

No , ss

No , ss STRENGTH TEST ON BOLTED CONNECTIONS USING HIGH-STRENGTH STEELS (HSS-STEELS) AS A BASE MATERIAL Jouko Kouhi Technical Research Centre of Finland Laboratory of Structural Engineering Kemistintie 3 SF-02150

More information

Experiment Instructions. Deformation of Frames

Experiment Instructions. Deformation of Frames Experiment Instructions SE 0.20 Deformation of Frames Experiment Instructions This manual must be kept by the unit. Before operating the unit: - Read this manual. - All participants must be instructed

More information

. ffflffluary 7, 1855.

. ffflffluary 7, 1855. x B B - Y 8 B > ) - ( vv B ( v v v (B/ x< / Y 8 8 > [ x v 6 ) > ( - ) - x ( < v x { > v v q < 8 - - - 4 B ( v - / v x [ - - B v B --------- v v ( v < v v v q B v B B v?8 Y X $ v x B ( B B B B ) ( - v -

More information

1 Input data. 2 Overall Result. 3 Geometry. PROFIS Anchor Channel Company: Specifier: Address: Phone Fax:

1 Input data. 2 Overall Result. 3 Geometry.   PROFIS Anchor Channel Company: Specifier: Address: Phone Fax: Phone Fax: Specifier's comments: 1 1 Input data Channel type; bolt HAC-60 148/350 F; HBC-C 8.8F, M16 x 2.0 in. Channel filled w/ HIT-HY 100 no Effective embedment depth h ef = 5.827 in. Channel specification

More information

3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 REDCLIFF MUNICIPAL PLANNING COMMISSION FOR COMMENT/DISCUSSION DATE: TOPIC: April 27 th, 2018 Bylaw 1860/2018, proposed amendments to the Land Use Bylaw regarding cannabis

More information

Series MHY2/MHW Angular Gripper. Cam actuation style is now standardized! MHZ2 MHZJ2 MHQ MHL2 MHR MHK MHS MHC2 MHT2 MHY2 MHW2 MRHQ 2.

Series MHY2/MHW Angular Gripper. Cam actuation style is now standardized! MHZ2 MHZJ2 MHQ MHL2 MHR MHK MHS MHC2 MHT2 MHY2 MHW2 MRHQ 2. 18 Angular Gripper Cam Style Rack & Pinion Style Series / Cam actuation style is now standardized! 2.8-1 18 Angular Gripper 18 Angular Gripper Series / Cam Style Rack & Pinion Style Series / Series MHY/Cam

More information

COMPARISON OF NUMERICAL SIMULATION AND EXPERIMENT OF A FLEXIBLE COMPOSITE CONNECTING ROD

COMPARISON OF NUMERICAL SIMULATION AND EXPERIMENT OF A FLEXIBLE COMPOSITE CONNECTING ROD 10th International DAAAM Baltic Conference "INDUSTRIAL ENGINEERING - 12-13 May 2015, Tallinn, Estonia COMPARISON OF NUMERICAL SIMULATION AND EXPERIMENT OF A FLEXIBLE COMPOSITE CONNECTING ROD Sedláček,

More information

Tangent pile wall check in Paratie Plus

Tangent pile wall check in Paratie Plus Tangent pile wall check in Paratie Plus Consider the example shown in the window above. It concerns a wall made up of pails featured this way: Section: 180 x 10 mm Material: Fe510 Horizontal space: 0,5

More information

National Exams May 2015

National Exams May 2015 National Exams May 2015 04-BS-6: Mechanics of Materials 3 hours duration Notes: If doubt exists as to the interpretation of any question, the candidate is urged to submit with the answer paper a clear

More information

PULL-OUT RESISTANCE OF SELF-TAPPING WOOD SCREWS WITH CONTINUOUS THREAD

PULL-OUT RESISTANCE OF SELF-TAPPING WOOD SCREWS WITH CONTINUOUS THREAD PULL-OUT RESISTANCE OF SELF-TAPPING WOOD SCREWS WITH CONTINUOUS THREAD by MAIK GEHLOFF Dipl.-Ing. (FH), University of Applied Sciences, Eberswalde, Germany, A THESIS SUBMITTED IN PARTIAL FULFILLMENT OF

More information

IDE 110 Mechanics of Materials Spring 2006 Final Examination FOR GRADING ONLY

IDE 110 Mechanics of Materials Spring 2006 Final Examination FOR GRADING ONLY Spring 2006 Final Examination STUDENT S NAME (please print) STUDENT S SIGNATURE STUDENT NUMBER IDE 110 CLASS SECTION INSTRUCTOR S NAME Do not turn this page until instructed to start. Write your name on

More information

APPENDIX G I-BEAM SUMMARIES 0.6-IN. STRAND G-1

APPENDIX G I-BEAM SUMMARIES 0.6-IN. STRAND G-1 APPENDIX G I-BEAM SUMMARIES.6-IN. STRAND G-1 Concrete Compressive Strength Embedment Length(L e ) Span Failure Mode Maximum Load Maximum Shear Maximum Moment Maximum Deflection attained Rebound after complete

More information

Chapter 8. Shear and Diagonal Tension

Chapter 8. Shear and Diagonal Tension Chapter 8. and Diagonal Tension 8.1. READING ASSIGNMENT Text Chapter 4; Sections 4.1-4.5 Code Chapter 11; Sections 11.1.1, 11.3, 11.5.1, 11.5.3, 11.5.4, 11.5.5.1, and 11.5.6 8.2. INTRODUCTION OF SHEAR

More information

The University of Melbourne Engineering Mechanics

The University of Melbourne Engineering Mechanics The University of Melbourne 436-291 Engineering Mechanics Tutorial Four Poisson s Ratio and Axial Loading Part A (Introductory) 1. (Problem 9-22 from Hibbeler - Statics and Mechanics of Materials) A short

More information

Job No. Sheet 1 of 6 Rev B. Made by IR Date Oct Checked by FH/NB Date Oct Revised by MEB Date April 2006

Job No. Sheet 1 of 6 Rev B. Made by IR Date Oct Checked by FH/NB Date Oct Revised by MEB Date April 2006 Job No. Sheet 1 of 6 Rev B, Route de Limours Tel : (0)1 0 85 5 00 Fax : (0)1 0 5 75 8 Revised by MEB Date April 006 DESIGN EXAMPLE 6 BOLTED JOINT A 0 0 angle loaded in tension is to be connected to a gusset

More information

Problem 4. = 1 1 = 1. = m 4. = m 4

Problem 4. = 1 1 = 1. = m 4. = m 4 Problem. (a) Calculate the stress in the bolt that connects steel plates and the wooden block as shown if the section is subjected to V kn. ssume the elastic moduli of steel as GPa and of wood as 1.5 GPa.

More information

FRACTURE MECHANICS APPROACHES STRENGTHENING USING FRP MATERIALS

FRACTURE MECHANICS APPROACHES STRENGTHENING USING FRP MATERIALS Fracture Mechanics of Concrete Structures Proceedings FRAMCOS-3 AEDIFICATIO Publishers, D-79104 Freiburg, Germany FRACTURE MECHANICS APPROACHES STRENGTHENING USING FRP MATERIALS Triantafillou Department

More information

Part 1 is to be completed without notes, beam tables or a calculator. DO NOT turn Part 2 over until you have completed and turned in Part 1.

Part 1 is to be completed without notes, beam tables or a calculator. DO NOT turn Part 2 over until you have completed and turned in Part 1. NAME CM 3505 Fall 06 Test 2 Part 1 is to be completed without notes, beam tables or a calculator. Part 2 is to be completed after turning in Part 1. DO NOT turn Part 2 over until you have completed and

More information

Level Sensor PanCake PR 6251 and Mounting Kit PR 6051

Level Sensor PanCake PR 6251 and Mounting Kit PR 6051 Level Sensor PanCake PR 6251 and Mounting Kit PR 6051 The space-saving solution for simple applications The sensors of the PR 6251 series have been specially designed for simple weighing of silos and horizontal

More information

G-FIRE FLANGE ADAPTERS

G-FIRE FLANGE ADAPTERS G-FIRE FLANGE ADAPTERS 21 G-FIRE FLANGE ADAPTERS Pictorial Table of Contents MATERIAL SPECIFICATIONS Issue 03, 04, 07 Cert No. 570, 669, 673 For detailed Listing and Approval information see pages 101-10

More information

PIXEL DUMMY SUPPORT TUBE LIFTING DEVICE ENGINEERING CALCULATION

PIXEL DUMMY SUPPORT TUBE LIFTING DEVICE ENGINEERING CALCULATION PIXEL DUMMY SUPPORT TUBE LIFTING DEVICE ENGINEERING CALCULATION ATLAS Project Document No: Institute Document No. Created: 03. 03. 2006 Page: 1 of 51 ATL-IP-ER-0016 Modified: 27.04.2006 Rev. No.: 2.0 PIXEL

More information

Rigid pavement design

Rigid pavement design Rigid pavement design Lecture Notes in Transportation Systems Engineering Prof. Tom V. Mathew Contents 1 Overview 1 1.1 Modulus of sub-grade reaction.......................... 2 1.2 Relative stiffness

More information

PLATE GIRDERS II. Load. Web plate Welds A Longitudinal elevation. Fig. 1 A typical Plate Girder

PLATE GIRDERS II. Load. Web plate Welds A Longitudinal elevation. Fig. 1 A typical Plate Girder 16 PLATE GIRDERS II 1.0 INTRODUCTION This chapter describes the current practice for the design of plate girders adopting meaningful simplifications of the equations derived in the chapter on Plate Girders

More information

CR LAURENCE Z-SERIES GLASS CLAMPS (12/14/2012) Page 1 of Dec. 2012

CR LAURENCE Z-SERIES GLASS CLAMPS (12/14/2012) Page 1 of Dec. 2012 CR LAURENCE Z-SERIES GLASS CLAMPS (12/14/2012) Page 1 of 19 Architectural Railing Division C.R.Laurence Co., Inc. 2503 E Vernon Ave. Los Angeles, CA 90058 (T) 800.421.6144 (F) 800.587.7501 www.crlaurence.com

More information

MECHANICS OF MATERIALS. Prepared by Engr. John Paul Timola

MECHANICS OF MATERIALS. Prepared by Engr. John Paul Timola MECHANICS OF MATERIALS Prepared by Engr. John Paul Timola Mechanics of materials branch of mechanics that studies the internal effects of stress and strain in a solid body. stress is associated with the

More information

Hilti North America Installation Technical Manual Technical Data MI System Version

Hilti North America Installation Technical Manual Technical Data MI System Version MIC-S10-AH-L 179517-1 Hilti North America Installation Technical Manual Technical Data MI System Version 1. 08.017 Terms of common cooperation / Legal disclaimer The product technical data published in

More information

CONNECTION DESIGN. Connections must be designed at the strength limit state

CONNECTION DESIGN. Connections must be designed at the strength limit state CONNECTION DESIGN Connections must be designed at the strength limit state Average of the factored force effect at the connection and the force effect in the member at the same point At least 75% of the

More information

Shear Strength of Slender Reinforced Concrete Beams without Web Reinforcement

Shear Strength of Slender Reinforced Concrete Beams without Web Reinforcement RESEARCH ARTICLE OPEN ACCESS Shear Strength of Slender Reinforced Concrete Beams without Web Reinforcement Prof. R.S. Chavan*, Dr. P.M. Pawar ** (Department of Civil Engineering, Solapur University, Solapur)

More information

DS 300. Electronic Pressure Switch. with IO-Link interface. Stainless Steel Sensor. accuracy according to IEC 60770: 0.35 % FSO.

DS 300. Electronic Pressure Switch. with IO-Link interface. Stainless Steel Sensor. accuracy according to IEC 60770: 0.35 % FSO. DS 00 Electronic Pressure Switch with IO-Link interface Stainless Steel Sensor accuracy according to IEC 60770: 0.5 % FSO Nominal pressure from 0... 00 mbar up to 0... 600 bar Digital output signal IO-Link

More information

CHAPTER 6 : LITERATURE REVIEW

CHAPTER 6 : LITERATURE REVIEW CHAPTER 6 : LITERATURE REVIEW Chapter : LITERATURE REVIEW 77 M E A S U R I N G T H E E F F I C I E N C Y O F D E C I S I O N M A K I N G U N I T S A B S T R A C T A n o n l i n e a r ( n o n c o n v e

More information

P E R E N C O - C H R I S T M A S P A R T Y

P E R E N C O - C H R I S T M A S P A R T Y L E T T I C E L E T T I C E I S A F A M I L Y R U N C O M P A N Y S P A N N I N G T W O G E N E R A T I O N S A N D T H R E E D E C A D E S. B A S E D I N L O N D O N, W E H A V E T H E P E R F E C T R

More information

Balcony balustrades using the SG12 laminated glass system: PAGE 1 (SG12FF010717) Structural Calculations for SG12 System balustrades using 21.5mm laminated toughened glass without the need for a handrail

More information

FLEXIBLE BUILDING BASEMENT WITH MULTICOLUMNS

FLEXIBLE BUILDING BASEMENT WITH MULTICOLUMNS 011 FLEXIBLE BUILDING BASEMENT WITH MULTICOLUMNS Luis CARRILLO-GUTIERR 1 SUMMARY This invention is a passive seismic isolation system, which taking advantage of the resilience and flexibility that characterise

More information

KIBÆK TENT BOOK - 12 M WITHOUT GUY LINES. Static calculations of 12 m tent. Prepared for: Kibæk pressening. Revision 0, March 23, 2016

KIBÆK TENT BOOK - 12 M WITHOUT GUY LINES. Static calculations of 12 m tent. Prepared for: Kibæk pressening. Revision 0, March 23, 2016 Svend Ole Hansen ApS SCT. JØRGENS ALLÉ 5C DK-1615 KØBENHAVN V DENMARK TEL: (+45) 33 25 38 38 WWW.SOHANSEN.DK WIND ENGINEERING FLUID DYNAMICS KIBÆK TENT BOOK - 12 M WITHOUT GUY LINES Static calculations

More information

Presented by: Civil Engineering Academy

Presented by: Civil Engineering Academy Presented by: Civil Engineering Academy Structural Design and Material Properties of Steel Presented by: Civil Engineering Academy Advantages 1. High strength per unit length resulting in smaller dead

More information

NON-LINEAR SEISMIC RESPNSE OF A PWR-TYPE REACTOR BUILDING SIMULATED BY A 3-D FEM MODEL

NON-LINEAR SEISMIC RESPNSE OF A PWR-TYPE REACTOR BUILDING SIMULATED BY A 3-D FEM MODEL NON-LINEAR SEISMIC RESPNSE OF A PWR-TYPE REACTOR BUILDING SIMULATED BY A 3-D FEM MODEL 191 Yasuhiro KASUGA 1, Atsushi KAMBAYASHI 2, Sadatomo ONIMARU 3, Hideo NAMBA 4, Takehiko KITANO, Minoru FUSHIMI 6,

More information