This document supplements the requirements to the D1.1/D1.1M Structural Welding Code as it relates to seismic provisions. It is intended to cover common applications to welded joints in Seismic Force Resisting Systems designed in accordance with the American Institute of Steel Construction, Inc. Seismic Provisions. Covers additional controls on detailing, materials, workmanship, testing, and inspection necessary to achieve adequate performance of welded steel structures under conditions of severe earthquake-induced inelastic straining. The AWS BUNDLE B:2010 - AWS D1.1/D1.1M, AWS D1.2/D1.2M, AWS D1.3/D1.3M, AWS D1.4/D1.4M, AASHTO/AWS D1.5M/D1.5 and D1.6/D1.6M - provides the structural welding codes for steel, aluminum, sheet steel, stainless steel, reinforcing steel and also a bridge welding code. AWS BUNDLE B:2010 - AWS D1.1/D1.1M, AWS D1.2/D1.2M, AWS D1.3/D1.3M, AWS D1.4/D1.4M, AASHTO/AWS D1.5M/D1.5 and D1.6/D1.6M includes: AWS D1.1/D1.1M:2015 AWS D1.2/D1.2M:2014 AWS D1.2/D1.2M:2014/Errata AWS D1.3/D1.3M:2018 AWS d1.4-d1.4m-2005-errata-all AASHTO/AWS D1.5M/D1.5:2015 AWS D1.6/D1.6M-2017. Preface This is the second edition of CSA W55.3, Certification of companies for resistance welding of steel and aluminum.
It supersedes the first edition, published in 1965 under the title Resistance Welding Qualification Code for Fabricators of Structural Members Used in Buildings. Scope 1.1 This Standard specifies requirements for the certification of companies engaged in resistance welding of steel and aluminum. 1.2 This Standard specifies requirements for (a) the qualification of personnel; (b) the qualification of welding procedures; and (c) process control procedures. 1.3 This Standard does not address safety issues associated with welding and welding practices.
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It is the responsibility of the user of this Standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use. Note: CAN/CSA-W117.2 addresses safety in welding. 3d maya human rigged models free download. 1.4 In CSA Standards, 'shall' is used to express a requirement, i.e., a provision that the user is obliged to satisfy in order to comply with the standard; 'should' is used to express a recommendation or that which is advised but not required; 'may' is used to express an option or that which is permissible within the limits of the standard; and 'can' is used to express possibility or capability. Notes accompanying clauses do not include requirements or alternative requirements; the purpose of a note accompanying a clause is to separate from the text explanatory or informative material. Notes to tables and figures are considered part of the table or figure and may be written as requirements. Annexes are designated normative (mandatory) or informative (non-mandatory) to define their application. 1.1 This specification defines the minimum requirements for agencies engaged in any of the following: (a) Inspection of specified methods and materials used in construction, (b) Special Inspection, and (c) Testing of materials used in construction.
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1.2 Criteria are provided for assessing the competence of an agency to properly perform designated inspections, tests, or Special Inspection services. This specification establishes essential characteristics pertaining to the organization, management, personnel, facilities, quality systems, responsibilities, duties, inspection and testing methods, records, and reports of the agency. This specification may be supplemented by more specific criteria and requirements, if required. 1.2.1 This specification specifically addresses factors relevant to an agency s ability to produce precise, accurate test data or determine the conformity of construction activities and materials used in construction with regulations, codes, standards, and approved project plans and specifications containing the requirements against which the inspection or test, or both, will be performed. 1.1 This classification is for the use and guidance of those who purchase, design, construct, install, approve, or modify storage vault enclosures, intended for the protection of assets against loss due to forced entry. 1.2 This classification is a systematic arrangement of constructed products, based on similar intrusion resistance characteristics, as derived from available test data.
1.3 This classification does not address fire resistivity. 1.4 This classification does not address the methods of interfacing vault components. Things such as tamper notification, intrusion detection, response timelines, or other issues, typically forming a complete vault system, should be considered for inclusion.