Ironworker

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

Yr 1Yr 2Yr 3Yr 4
19Questions Covered
4Topic Sections
19Concept Explanations
19Flashcards
📋

Code, Standards & Compliance

Codes and standards define what's legal, what's safe, and what passes inspection. Every trade has its own regulatory framework, and the Red Seal exam tests whether you can navigate and apply those rules to real scenarios.

📖 Study the Concepts

Column splice

Column splice: ≥4 bolts (2×2 pattern) minimum per code. Distributes load, resists bending moment, provides redundancy. Understanding and applying code requirements correctly ensures your installations pass inspection and meet legal obligations in your jurisdiction.

✏️ Practice Questions

Q1
Column splicing: Field-bolted connection at 30 feet height requires how many bolts (4-bolt pattern typical)?
📐

Calculations & Formulas

Calculation questions test your ability to apply trade math to real scenarios. Each formula has a purpose — know what it solves, what the variables represent, and how to check whether your answer makes sense.

📖 Study the Concepts

Slip-critical

Slip-critical: shear load resisted by friction. T_required = Shear load / friction coefficient = 50 / 0.35 = 143 kips. 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 required = Shear load / friction coefficient = 50 / 0
CJP weld

CJP weld: 100% penetration → joint efficiency 100% (per AWS, AISC). Assumes weld ductility ≥ base metal. On the job, a solid grasp of this concept means faster decisions, fewer errors, and work that passes inspection the first time.

Backing bar

Backing bar: removal required if exposed to cyclic loading or visible (moment frames). Can remain if embedded in composite beams or hidden. On the job, a solid grasp of this concept means faster decisions, fewer errors, and work that passes inspection the first time.

Brace slenderness

Brace slenderness: L/r affects buckling capacity (Euler formula). Higher L/r = lower capacity. CBF typically L/r <100 for reliability. 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 r = lower capacity
Transfer girder

Transfer girder: large deflections unacceptable. Camber added to counteract; with load, deflects toward level. L/360 limit typical. On the job, a solid grasp of this concept means faster decisions, fewer errors, and work that passes inspection the first time.

Cable stay

Cable stay: sum all strand loads. Anchor block designed for total load + dynamic amplification (1.1-1.2×). When solving calculation questions, always identify your known variables first, select the correct formula, and double-check your units before calculating.

PT force

PT force: sum all strands. Eccentric tendons create moment = F × e. Upward moment reduces gravity sagging (camber effect). 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 Eccentric tendons create moment = F × e
Composite action studs

Composite action studs: required = load / (stud capacity × reduction factor). 200 / 50 = 4; with margin 5-6 studs. 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 required = load / (stud capacity × reduction factor)

✏️ Practice Questions

Q1
Slip-critical bolted connection: Friction coefficient assumed 0.35 on coated steel. What bolt tension (clamping force) is required for 50 kips shear load?
Q2
CJP (Complete Joint Penetration) groove weld: What does 'complete penetration' mean for capacity?
Q3
Backing bar in CJP weld: When is removal required after welding?
Q4
Concentric braced frame (CBF): Diagonal brace in compression at 30° angle. Slenderness ratio effect on brace capacity?
Q5
Transfer girder (large beam supporting multiple stories): Load concentration 500 kips. Deflection control and camber?
Q6
Cable stay connection: Anchorage load 1000 kips per cable strand, 10 strands total. Anchor block design load?
Q7
Post-tensioning (PT) strand: Jacking load 30 kips per strand, 100 strands at 50-foot span. Total jacking force and moment effect?
Q8
Shear stud (composite beam connection): 3/4-inch stud, 50 ksi shear capacity per stud. For 200 kips composite action, how many studs required?
🔧

Tools, Equipment & Materials

Understanding the tools, materials, and equipment of your trade — their properties, ratings, and proper applications — is what separates someone who works safely and efficiently from someone who causes problems.

📖 Study the Concepts

Bolt shear capacity

Bolt shear capacity: A_bolt × f_v. A 3/4" bolt area ≈ 0.44 sq.in; at 55 ksi ≈ 24 kips; design ≈ 30 kips with safety factors. When solving calculation questions, always identify your known variables first, select the correct formula, and double-check your units before calculating.

Base plate

Base plate: check concrete bearing (f'c bearing) and plate bending. Moment on base → bending stress in plate; bending controls if plate thin. On the job, a solid grasp of this concept means faster decisions, fewer errors, and work that passes inspection the first time.

Expansion joint

Expansion joint: gap = thermal movement + friction reserve. 1"/100 ft = 0.6 in./60 ft span. Joint width typically 2-4 inches. 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 gap = thermal movement + friction reserve

✏️ Practice Questions

Q1
Bearing-type bolted connection: 3/4-inch A325 bolt in single shear (55 ksi allowable for single shear). Capacity?
Q2
Butt plate (column base): Design for bearing on concrete foundation. What is the critical stress?
Q3
Expansion joint in long bridge: Thermal movement ΔL = 1 inch per 100 feet. Bearing and joint capacity?
⚙️

Techniques, Procedures & Best Practices

How you do the work is just as important as what you do. This section covers the procedures, techniques, and best practices that define journeyperson-level competence in your trade.

📖 Study the Concepts

Weld access holes

Weld access holes: allow backing bar removal and weld inspection. Standard ~2×4 inches; cleanup (grinding/repair) per spec. Understanding and applying code requirements correctly ensures your installations pass inspection and meet legal obligations in your jurisdiction.

SMF design

SMF design: column stronger than beam. Plastic hinge forms in beam; allows rotation (ductility) for seismic energy dissipation. On the job, a solid grasp of this concept means faster decisions, fewer errors, and work that passes inspection the first time.

Column plumb

Column plumb: surveyed with theodolite (±1/4"/100 ft = ±0.02%). Laser tracker for critical (<±1/8") tolerance. On the job, a solid grasp of this concept means faster decisions, fewer errors, and work that passes inspection the first time.

Tension tie

Tension tie: designed for required force + 33% over (33% reserved margin). Single fastener risks single-point failure; ≥2 required. 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.

Truss assembly

Truss assembly: unbraced chords (bars in bending) buckling risk. Temporary bracing essential during erection until all bolts tightened. 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.

Bolt QA

Bolt QA: calibrated wrench ensures tension. DTI (direct tension indicator) washers show gaps when proper tension reached; ultrasonic verification also acceptable. On the job, a solid grasp of this concept means faster decisions, fewer errors, and work that passes inspection the first time.

Riveted structure

Riveted structure: loose rivets (10%) reduce clamp-up; may slip under cyclic load. Inspect/replace critical connections; monitor trend. 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
Weld access hole (in moment connection): Size and spacing per AISC/AWS requirements?
Q2
Seismic moment frame (SMF) design: Connection ductility required at beam-column moment connections. What is the goal?
Q3
Precision survey alignment: Two columns 100 feet apart, plumb tolerance ±1/4 inch. Alignment check method?
Q4
Tension tie-down in truss: Lateral bracing tie designed for 50 kips tension (wind force). Connection detail?
Q5
Bridge truss erection: Sequence requires temporary internal bracing during assembly before bolting. Why?
Q6
Bolted connection quality assurance: Bolt tension verification method (turn-of-nut vs. calibrated wrench)?
Q7
Riveted girder (historic structure) condition assessment: Rivet inspection shows 10% loose rivets (sound tests). Action?

🃏 Review with Flashcards

All 19 exam concepts from this guide — test your recall before you sit the exam.

Keyboard: ← → to navigate · Space to flip · Esc to close

Ready to Test Your Knowledge?

Take a full timed practice exam for Ironworker and see exactly where you stand before the real thing.

Take the Practice Exam →
Click card to flip
Concept
Answer
1 / 19