Annex A Test methods description and comparison Annex B Example of hydrostatic testing report Annex C Pressure pairing of component pressures and pipeline pressures Bibiliography Figures Tables Redlines Foreword ISO the International Organization for Standardization is a worldwide federation of national standards bodies ISO member bodies The work of
Annex F gives advice and other information that could be relevant to users of rope access methods and is one of a number of informative annexes in Part 3 of this code of practice This informative annex should be read in conjunction with other parts of this code of practice should not be used in isolation and is not intended to be exhaustive
ETAG 001 – Annex E an option for ETAG assessment Tests implemented by this annex are undertaken to evaluate the performance of anchors under simulated seismic tension and shear loading including the effects of cracks and under simulated seismic crack cycling conditions Anchors in plastic hinge zones are not addressed – and must be avoided Anchors must
Stimulus test with Hidden Reference and Anchor MUSHA has been successfully tested These tests have demonstrated that the MUSHRA method is suitable for evaluation of intermediate audio quality and gives accurate and reliable results Keywords Listening test artifacts intermediate audio quality audio coding subjective assessment audio quality The
The paper aims to assess whether the recommended anchor testing regime proposed in ANCOLD 2003 is appropriate and cost effective using evidence from recent load test data which has become available following the writing of the guideline The lessons learnt from anchor maintenance programs will also be discussed Keywords post tension re stressable ground
Annex A informative Examples of testing corrosion protection Annex E informative Obligation of the provisions 47 Bibliography 52 This is a preview of quot BS EN 1537 2013 quot Click here to purchase the full version from the ANSI store BS EN 1537 2013 EN 1537 2013 E 4 Foreword This document EN 1537 2013 has been prepared by Technical Committee
Anchors quot where in Annex A the electrical testing of the corrosion protection as specified in SIA V 191 is mentioned 1 Generalities 08 98 08 02 3 1 1 Introduction 1 2 Basic components 1 3 Specifications for post tensioning steel 1 4 Designation of VSL anchors 1 Generalities 08 98 08 02 4 1 1 Introduction The aim of the present document on anchors is to inform designers
Figure 11 Example of a dynamic performance test apparatus for type E anchor devices 20 Figure 12 Dynamic test for type B anchor devices with legs e g a
2022 01 07 nbsp 0183 32 where P0 is the lock off load and Rd is the required design resistance of the anchor and must be limited to for Test Methods 1 and 2 P lt 0 95P 1 p v yoi 10 1 k or for Test Method 3 P lt 0 9P 1p v ylt 0 1 k where Pt01k is the tendon s characteristic tensile load at 0 1 strain See Chapter 15 for a summary of the differences between
Java Anchor annotationTo 1 examples found These are the top rated real world Java examples of org junit Anchor annotationTo extracted from open source projects You can rate examples to help us improve the quality of examples
Test data obtained for the KB TZ2 evaluation according to Annex 1 Section 5 3 of AC 193 was required to be performed in a laboratory accredited under the requirements of ISO IEC 17025 Further a listing by an accredited listing agency of the testing and evaluation laboratory was required to be based on the documented experience in the testing and evaluation of anchors
Annex ZA informative Figure 8 Example of a type E anchor device 13 Figure 9 Bowline knot 18 Figure 10 Test lanyard for dynamic strength and integrity tests and dynamic performance tests 19 Figure 11 Example of a dynamic performance test apparatus for type E anchor devices 20 Figure 12 Dynamic test for type B anchor
Note All drawings are examples only other forms are permissible EN 13329 Annex E Laminate floor coverings Elements with a surface layer based on amnioplastic thermosetting resins Specifications requirements and test methods This annex specifies the method for measuring abrasion resistance and consequently determining the abrasion class of laminate floor
any methods products instructions or ideas contained in the material herein Page 6 of 87 1 Introduction 1 1 Scope of this book Anchor bolts have been extensively used over the world for connecting steel structures to concrete structures They can be either cast in or post installed However in many cases such as in Alteration and Addition A amp A works in Hong Kong the
2019 10 08 nbsp 0183 32 Fig 2 Hilti proposal for test execution and evaluation method based on base material and anchor type purpose and type of on site test 4 As shown in Fig 2 the relevant testing and evaluation methods are a ETAG 029 Annex B Metal injection anchors for use in masonry recommendations for tests to be carried out on construction works b ETAG 020
Annex E informative Advantages and disadvantages of differently positioned attachment points for fall arrest equipment on a full body harness 121 Annex F informative Examples of the calculation of minimum free space requirements for different fall arrest systems 124 Annex G informative Typical methods of work in a partially supported position using a work
Figure 2 2 Example for test member with bond breaking pipes on rebar plan view ETAG 001 Annex E is optional The annex deals with the preconditions assumptions required tests and assessment for metal anchors under seismic actions Anchors qualified for multiple use for non structural applications according to ETAG 001 Part 6 are not covered by this document This
1 that the testing and evaluation procedures given in Annex 1 to this Recommendation should be used for the subjective assessment of the quality of reproduced sound Radiocommunication Study Group 6 made editorial amendments to this Recommendation in 2002 in accordance with Resolution ITU R 44 2 Rec ITU R BS 1284 1 Annex 1 1 General This Annex is divided into
Annex E – Rated Testing Evaluation Item Hardware Testing Method Points Awarded 020 Manual Direction Finding DF Lab test 1 Confirm that Unit Under Test UUT can load an open source map open source map provider to be identified by vendor at time of RFP submission on screen 2 Confirm that UUT can optionally load a scanned floor plan
Annex E informative Protective measures of piezometers E 1 Open systems The piezometer pipes ofopen systems shall be protected against damage iftheir upper edge protrudes above ground level e g by stakes driven deep into the ground with triangulated bracing or by concrete blocks see Figure E 1
There are five instrument types identified as Test Methods A E It is imperative to identify the test method used when reporting results 1 3 This test method uses a class of apparatus known as portable pull off adhesion testers 2 They are capable of apply ing a concentric load and counter load to a single surface so that coatings can be tested even though only one side is
CIVILBAY STRUCTURAL ENGINEERING SPREADSHEET CONCRETE ANCHORAGE ANCHOR BOLT DESIGN Civil Bay Home gt Concrete gt Concrete Anchorage Modules Free Tools Buy Help Login Contact Us Concrete Anchorage Crane Beam Design ToolTip On Off CivilBay Concrete Anchorage Design New Version ACI 318 19 and CSA A23 3 19 Code
2018 10 08 nbsp 0183 32 Previously testing aspects were placed in Annex G of BS8081 2015 but these have since been removed in BS8081 2015 A2 2018 so that all reference to grouted anchor testing will be in accordance with the new EN ISO 22477 5 2018 publication imminent 4 0 Key features of EN ISO 22477 5 2018 In broad terms the standard is complicated by the fact that
2019 10 08 nbsp 0183 32 4 As shown in Fig 2 the relevant testing and evaluation methods are a ETAG 029 Annex B Metal injection anchors for use in masonry recommendations for tests to be carried out on construction works b ETAG 020 Annex B Plastic anchors for multiple use in concrete and masonry for non structural applications recommendations for tests to be carried out on
2020 07 13 nbsp 0183 32 The revision to Annex 1 now provides a structure for the contamination control strategy CCS and examples of when and where to apply risk management principles and these are being examined closely by industry during the consultation period Contamination Control Strategy CCS In the revised Annex the principle behind a CCS is defined The
ASTM D4541 Standard Test Method for Pull Off Strength of Coatings Using Portable Adhesion Testers ABSTRACT ASTM D4541 is a standard test method that is used in order to evaluate the pull off strength of air barrier membranes This is a useful test when used to evaluate air barrier installations and set minimum standards to verify product performance and field
2020 07 19 nbsp 0183 32 Please see below for example or explanation for EU MDR Technical Documentation ANNEX II TECHNICAL DOCUMENTATION The technical documentation and if applicable the summary thereof to be drawn up by the manufacturer shall be presented in a clear organised readily searchable and unambiguous manner and shall include in particular
2010 01 01 nbsp 0183 32 The design of anchors under Annex D s limit states design method is either based on calculation using design models that result in the prediction of resistance in substantial agreement with the results of comprehensive tests or test evaluation using the five per cent fractile values or characteristic values of the test results to determine the factored resistance
Chapter 5 Sea anchor General requirements and testing in accordance with annex B For Class B and C vessels of measured length up to 10 m unless the vessel is capable of anchoring in deep water Annex A Anchor testing A5 testing loads A6 anchor testing structural A6 2 test conditions A6 3 test procedure A6 4 proof load
Yield stress and tensile strength for typical anchor steels appear in Annex E Figures 1 and 2 illustrate the two main types of grouted anchors considered in EN 1537 Figure 1 Sketch of a bond type ground anchor details of anchor head and head protection omitted Key 1 anchorage point at jack during stressing 2 anchorage point at anchor head in service 3