Metal Fabricator (Fitter)

Year 3 Exam Study Guide — master what the exam actually tests, concept by concept.

Yr 1Yr 2Yr 3Yr 4
16Questions Covered
4Topic Sections
16Concept Explanations
16Flashcards
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Code, Standards & Compliance

Mechanical work is governed by a stack of codes: plumbing codes, gas codes, pressure vessel codes, ASHRAE standards, and provincial regulations. Exam questions test your ability to apply these standards to real scenarios — knowing when a rule applies, what the limit is, and why it exists.

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ASME U stamp vessels

ASME U stamp vessels: Form U-1 documents inspection, test results. WPS per D1.1, welder qualifications per W47.1, hydro test per code. Understanding and applying code requirements correctly ensures your installations pass inspection and meet legal obligations in your jurisdiction.

Traveler (or inspection package)

Traveler (or inspection package): part history and compliance documentation. Ensures traceability and customer confidence. Knowing what each component does — not just what it is — helps you diagnose failures, specify replacements, and explain your work to inspectors and clients.

Hold-points

Hold-points: mandatory stops for inspection/approval. Release authorizes continued work. Critical for code compliance (ASME, AWS). Understanding and applying code requirements correctly ensures your installations pass inspection and meet legal obligations in your jurisdiction.

✏️ Practice Questions

Q1
Pressure vessel (ASME Section VIII Division 1) fabrication: What documentation is required?
Q2
Traveler package (quality documentation): Contents and purpose?
Q3
Inspection hold-point: Welder qualification test performed; results pending. Can production welding proceed?
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Calculations & Formulas

Mechanical systems live and die by numbers — the wrong pipe size creates pressure loss, the wrong refrigerant charge affects efficiency, the wrong gas orifice is a hazard. These calculations aren't abstract math; they're engineering decisions made in the field every day.

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Rigging (large weldment): 50-ton plate girder hoisted by

4-point lift: 50 tons ÷ 4 = 12.5 tons/sling (assuming vertical). Angled slings increase tension per sling; calculate exact geometry. Memorize this formula and practise substituting values — exam questions often give you three variables and ask you to solve for the fourth.

✏️ Practice Questions

Q1
Rigging (large weldment): 50-ton plate girder hoisted by 4-point lift. Sling tension in each sling assuming equal load distribution?
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Tools, Equipment & Materials

Pipes, valves, fittings, and mechanical components have ratings, classifications, and compatibility requirements. Using the wrong material can fail an inspection, void a warranty, or create a dangerous condition. This section covers proper material selection and equipment knowledge.

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Plate girder

Plate girder: sequential welding (controlled distortion), proper cooling, PWHT stress relief reduce residual stress and warping. On the job, a solid grasp of this concept means faster decisions, fewer errors, and work that passes inspection the first time.

RT procedure

RT procedure: density controlled (2.0-3.0 typical), penetrameter (IQI) per code, geometric unsharpness <5% of object size. Understanding and applying code requirements correctly ensures your installations pass inspection and meet legal obligations in your jurisdiction.

Backing rods

Backing rods: ceramic removable (good for all); copper conducts heat (reduces penetration risk but sticks sometimes). Ceramic preferred. Safety regulations exist because the consequences of ignoring them are severe — injury, death, or legal liability. Know these requirements the way you know your own name.

Flux-cored arc (FCAW) on plate girder: E71T-1 electrode

FCAW high deposition rate (vs SMAW ~150 lbs/hr max): rapid fabrication. Duty cycle sustained high (20-40 min/hr = heavy use). Memorize this formula and practise substituting values — exam questions often give you three variables and ask you to solve for the fourth.

Key Formula / Rule hr = heavy use)
Column alignment

Column alignment: laser transit measures plumb to ±1/4" easily. Hydraulic jacks fine-tune position before bolting. On the job, a solid grasp of this concept means faster decisions, fewer errors, and work that passes inspection the first time.

Composite studs

Composite studs: transferforce between steel and concrete slab. 3/4" stud ≈ 12-15 kips; 7/8" ≈ 15-18 kips typical. On the job, a solid grasp of this concept means faster decisions, fewer errors, and work that passes inspection the first time.

Surface preparation (SA-2.5) per SSPC: Steel plate for

SSPC SA-2.5 (near-white blast): 95% clean. Better than SA-2 (commercial: 75-85% clean). Industry standard for steel painting. Understanding and applying code requirements correctly ensures your installations pass inspection and meet legal obligations in your jurisdiction.

✏️ Practice Questions

Q1
Plate girder fabrication: Web (vertical plate) and flanges (horizontal plates) welded continuous. Residual stress control?
Q2
NDE procedure implementation (RT on vessel): Film density, penetrameter selection, exposure setup?
Q3
Root-pass quality: Backing rod (ceramic or copper) improves fusion. Which material and when used?
Q4
Flux-cored arc (FCAW) on plate girder: E71T-1 electrode in spray mode. Deposition rate and duty cycle?
Q5
Pre-assembly alignment: Columns 50 feet high, tolerance ±1/4 inch vertical plumb. Alignment method and tool?
Q6
Composite assembly (steel + concrete): Stud shear connectors welded to beam flange. Performance requirement?
Q7
Surface preparation (SA-2.5) per SSPC: Steel plate for painting. What does SA-2.5 specify?
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Techniques, Procedures & Best Practices

Procedure matters in mechanical work. The order of operations, the proper testing sequence, the way you commission a system — doing it right the first time means no leaks, no callbacks, and no danger. This section covers procedures as they appear on the exam and as they're done on the job.

📖 Study the Concepts

CWB certification

CWB certification: combines theory (exam), practical testing (bend/tensile), and qualification testing. Required for structural work in Canada. On the job, a solid grasp of this concept means faster decisions, fewer errors, and work that passes inspection the first time.

Root opening

Root opening: AWS limits ±3/32". Backing ring maintains gap. Too much gap = incomplete fusion; backing bar helps. Memorize this formula and practise substituting values — exam questions often give you three variables and ask you to solve for the fourth.

Key Formula / Rule Too much gap = incomplete fusion
Mock-up purpose

Mock-up purpose: identify and resolve issues before production. Allows sequence/tooling adjustment, prevents costly scrap. Troubleshooting is a systematic process: identify symptoms, narrow down causes logically, and verify your diagnosis before replacing parts. This logical approach is what examiners want to see.

NCR resolution

NCR resolution: engineer evaluates safety/function impact. Options: accept, repair, rework, scrap. Document disposition. Safety regulations exist because the consequences of ignoring them are severe — injury, death, or legal liability. Know these requirements the way you know your own name.

Porosity acceptance

Porosity acceptance: AWS allows <1/8" individual pores or clusters <1/4". Larger pores in tension areas require repair. On the job, a solid grasp of this concept means faster decisions, fewer errors, and work that passes inspection the first time.

✏️ Practice Questions

Q1
CWB (Canadian Welding Bureau) certification: Welder qualification test requirements for structural steel?
Q2
Fit-up tolerance (AWS D1.1): Backing gap on a butted plate joint maximum?
Q3
Mock-up assembly: Pre-assembly mockup of complex connection reveals misalignment. How is this addressed?
Q4
Non-Conformance Report (NCR) process: Weld exceeds maximum width specification. Disposition options?
Q5
Welding defect repair: Porosity cluster (1/8 inch) in fillet weld. Acceptable per AWS D1.1?

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All 16 exam concepts from this guide — test your recall before you sit the exam.

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