API 653 Recertification Master Exam Guide: Aboveground Storage Tank (AST) Integrity Assessment, API 650 Appendix M Elevated Temperature Conversion, Shell-to-Bottom Joint Fatigue Analysis, Arc-Gouged Area NDT (Magnetic Particle Inspection MT/PT), Risk-Base

API 653 Recertification Master Exam Guide: Aboveground Storage Tank (AST) Integrity Assessment, API 650 Appendix M Elevated Temperature Conversion, Shell-to-Bottom Joint Fatigue Analysis, Arc-Gouged Area NDT (Magnetic Particle Inspection MT/PT), Risk-Based Inspection (RBI) Interval Optimization, Cathodic Protection Systems, Thin-Film Internal Lining Performance, Tank Bottom Corrosion Mechanisms, API RP 579 Fitness-for-Service Evaluation (FFS), Nozzle Installation in Unknown Materials, Allowable Stress Design Criteria, Underside Corrosion Rate Modeling, Thermal Effects on Corrosion Acceleration, Grade 350W/50W Material Specification Limits, Release Prevention Barrier (RPB) Inspection Intervals, Welding Preheat Requirements for Group I Steels, Maximum Operating Temperature Validation, Flange Material Selection for Repair & Alteration, Thick Film Unreinforced Lining Technology, Critical Zone Patch Plate Welding Procedures, AWS D1.1 / AWS D1.6 Structural Welding Codes, ASME Section IX Welding Qualification Exam Questions Verified And Provided with Complete A+ Graded Answers Latest Updated 2026 Per API 653 , with of the following is required when converting an existing tank to operation at elevated temperatures when it was not originally designed and constructed to API 650, Appendix M? The Shell to bottom joint shall be evaluated for fatigue When removing an existing tank bottom, all arc-gouged areas of the tank shell-to-bottom shall be: examined using magnetic particle inspection, and defective areas repaired and re-examined. If RBI assessment has been conducted and the tank has cathodic protection plus a thin-film lining, the maximum inspection interval is: 14 years When installing a new nozzle in a tank of unknow material, what stress value should be used to calculate the required shell thickness and reinforcement? 20,000 lbf/in2 In regards to underside corrosion on tank bottoms, the corrosion rate of steel in a wet environment. may double with every 18 °F increase in temperature above 77 °F. Grade 350W/50W is acceptable for tank plate to a maximum thickness of: 45mm (1.75in) if fully killed and made to a fine grain practice. If an RBI assessment has been conducted and the tank has a release prevention barrier, the maximum initial inspection interval is: 25 years As an alternative to the procedures in API 653 for the evaluation of any thinning of the tank shell below minimum required wall thickness may be evaluated for continued service using which code? API RP 579, section 4, 5 or 6. When welding on a tank shell constructed of Group I steel that is greater than 1.5 inches thick below what minimum metal temperature ?preheat? 200°F When evaluated an existing temperature services tank, which has a successful service history of operation but was not originally designed and constructed to the requirement of API 650, appendix M, which condition temperature has to be used? The max Operating Temperature shall not exceed the temperature at which the tank has successfully operated in the pass. Flange material used for tank repair and alteration shall meet the minimum requirements for the material specifications according to: The as built standard which is an advantage of thick film UN-REINFORCED linings ? Fast curing and can be put back in service after 24 hours at normal ambient temperature.