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This standard defines the requirements and program for the American Welding Society to certify welding inspectors. The certification of visual welding inspectors requires documentaiton of experience, satisfactory completion of an examination, and proof of visual acuity. The examination tests the inspector's knowledge of welding processes, welding procedures, destructive tests, terms, definitions, symbols, reports, safety, and responsibilities.
This standard defines the requirements and program for the American Welding Society to certify welding inspectors. The certification of visual welding inspectors requires documentaiton of experience, satisfactory completion of an examination, and proof of visual acuity. The examination tests the inspector's knowledge of welding processes, welding procedures, destructive tests, terms, definitions, symbols, reports, safety, and responsibilities.
Defines the requirements and program for the American Welding Society to certify welding inspectors.
Introductory technical guidance for civil engineers and construction and maintenance managers interested in welding inspection methods and techniques. Here is what is discussed: 1. GENERAL 2.. REVIEWING AND APPROVING WELDING PROCEDURES 3. WELDING PERSONNEL QUALIFICATION 4. INSPECTOR QUALIFICATIONS 5. INSPECTION CATEGORIES AND TASKS 6. WELD QUALITY 7. REPAIRS TO BASE METAL AND WELDS.
This report, FEMA-353 - Recommended Specifications and Quality Assurance Guidelines for Steel Moment-Frame Construction for Seismic Applications has been prepared by the SAC Joint Venture, under contract to the Federal Emergency Management Agency, to indicate those standards of workmanship for structural steel fabrication and erection deemed necessary to achieve reliably the design performance objectives contained in the set of companion publications prepared under this same contract: FEMA-350 - Recommended Seismic Design Criteria for New Steel Moment-Frame Buildings, which provides recommended criteria, supplemental to FEMA-302, 1997 NEHRP Recommended Provisions for Seismic Regulations for New Buildings and Other Structures, for the design and construction of steel moment-frame buildings and provides alternative performance-based design criteria; FEMA-351 - Recommended Seismic Evaluation and Upgrade Criteria for Existing Welded Steel Moment-Frame Buildings, which provides recommended methods to evaluate the probable performance of existing steel moment-frame buildings in future earthquakes and to retrofit these buildings for improved performance; and FEMA-352 - Recommended Postearthquake Evaluation and Repair Criteria for Welded, Steel Moment-Frame Buildings, which provides recommendations for performing postearthquake inspections to detect damage in steel moment-frame buildings following an earthquake, evaluating the damaged buildings to determine their safety in the postearthquake environment, and repairing damaged buildings. The recommended design criteria contained in these three companion reports are based on the material and workmanship standards contained in this document, which also includes discussion of the basis for the quality control and quality assurance criteria contained in the recommended specifications.
Introductory technical guidance for civil and structural engineers interested in design, construction and maintenance of steel hydraulic structures, such as those associated with dams, reservoirs and water resource management facilities. Here is what is discussed: 1. INTRODUCTION 2. PURPOSE OF INSPECTION 3. INSPECTION PROCEDURES 4. INSPECTOR QUALIFICATIONS 5. SUMMARY OF NDT METHODS 6. DISCONTINUITY ACCEPTANCE CRITERIA FOR WELDMENTS 7. MATERIAL AND WELD TESTING.