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Topics covered in this module include:
Module 2: Application of Standards (Paper B) Supervision and implementation of applicable codes and standards, including:
- AS/NZS 1554 (structural steel welding)
- AS/NZS 5131, Steel Fabricator Certification (SFC) requirements
- AS/NZS 1796 (welders and supervisors)
- AS/NZS 2980 and ISO 9606.1 (welder qualification)
- AS/NZS 3834 (quality management systems)
- AS/NZS 1200 if applicable for pressure‑equipment welding
Paper B: Multiple-Choice Questions (25 Questions) Application of Standards (Open-Book)
Here you can take free AS 2214 Welding Supervisor Part B Exam Practice test with the latest Open book Question and Answers
Short-answer (Clause referencing, definitions):
Q1. [AS/NZS 1554.1]
Question: What is the minimum required leg length for a fillet weld joining 10 mm thick plate in normal structural steel?
Answer: According to AS/NZS 1554.1:2014 – Table 4.6.1, the minimum fillet weld size for a 10 mm thick plate is 6 mm.
Q2. [AS/NZS 1554.1]
Question: Which clause provides requirements for visual inspection of welds and what is the maximum undercut allowed?
Answer: Clause 6.5.2 of AS/NZS 1554.1 deals with visual inspection.
- Undercut Limit: Not to exceed 0.5 mm for welds in normal structural steel unless otherwise specified.
Q3. [AS/NZS 3834]
Question: Define “Welding Coordination” as per AS/NZS 3834.
Answer: Welding coordination refers to tasks and responsibilities assigned to ensure compliance with welding quality requirements.
- Clause: Refer to AS/NZS ISO 3834-2:2015 – Clause 6.1
Calculation-based (Preheat, CEQ, leg length, etc.)
Q1. Preheat Temperature Calculation (AS/NZS 1554.1)
Question: A plate is 25 mm thick with a carbon equivalent (CE) of 0.43%. According to AS/NZS 1554.1 Table 5.6.1, determine the minimum preheat temperature required for manual arc welding (SMAW) using low-hydrogen electrodes.
Answer: 150°C
Explanation: Refer to AS/NZS 1554.1 Table 5.6.1 – Preheat temperatures for different CE and material thickness.
- CE = 0.43%
- Thickness = 25 mm
→ This combination falls in the 20–50 mm thickness and 0.41–0.45% CE range.
Required preheat = 150°C.
Q2. CEQ (Carbon Equivalent) Calculation (ISO 9606-1 / AS/NZS 2980)
Question: Calculate the CEQ using the formula:
CEQ = C + Mn/6 + (Cr + Mo + V)/5 + (Ni + Cu)/15
Given: C = 0.12, Mn = 1.2, Cr = 0.5, Mo = 0.2, V = 0.1, Ni = 0.3, Cu = 0.2.
Answer: 0.386
Explanation:
CEQ = 0.12 + (1.2/6) + (0.5 + 0.2 + 0.1)/5 + (0.3 + 0.2)/15
= 0.12 + 0.2 + 0.16 + 0.033
= 0.513
Q3. Heat Input Calculation (AS/NZS 1554.1 Clause 5.13)
Question: Calculate the heat input in kJ/mm for the following welding parameters:
Voltage = 24 V, Current = 200 A, Travel speed = 200 mm/min. Assume efficiency η = 0.8.
Answer: 1.15 kJ/mm
Explanation:
Heat input (kJ/mm) = (V × A × 60 × η) / (1000 × travel speed)
= (24 × 200 × 60 × 0.8) / (1000 × 200)
= (230400) / 200000
= 1.15 kJ/mm
Standard clause identification:
Q1. (AS/NZS 1554.1)
Question: Which clause in AS/NZS 1554.1 specifies the minimum requirements for prequalification of welding procedures for structural steel?
Answer: Clause 4.12
Explanation: Clause 4.12 covers the criteria for prequalified welding procedures. It helps avoid the need for procedure qualification testing if standard parameters and techniques are used.
Q2. (AS/NZS 1554.1)
Question: According to AS/NZS 1554.1, what clause specifies visual inspection requirements for welds?
Answer: Clause 6.2
Explanation: This clause outlines the visual inspection scope, including weld size, profile, and freedom from surface defects.
Q3. (AS/NZS 2980 / ISO 9606.1)
Question: Which clause in ISO 9606.1 covers the validity of welder qualification?
Answer: Clause 9
Explanation: Clause 9 states that the qualification remains valid provided the welder is regularly working on similar work and remains under the same technical conditions.
Weld design and sketch-based questions:
Q1. Sketch-Based: Butt Weld with Backing Strip
Q: Draw and label a single V-butt weld with a backing strip. Show weld prep, root gap, and weld size.
Explanation: Backing strips help with root penetration and alignment in single-sided welds.
Q2. Fillet Weld Size (AS/NZS 1554.1)
Q: What is the minimum fillet weld size for a 10 mm thick plate?
A: 6 mm (refer to Table 6.4.3(A))
Explanation: Ensures adequate throat thickness and strength.
Q3. Welding Procedure Qualification (AS/NZS 1554.1)
Q: When is procedure qualification required according to AS/NZS 1554.1?
A: For non-prequalified joints, or if materials, thickness, or weld types deviate from Clause 4.
Explanation: Ensures new or altered WPSs are verified via qualification tests.
Interpretation of AS/NZS 1554.1, AS/NZS 2980, ISO 9606, etc.
Q1. Interpretation of AS/NZS 3834 – Welding Coordination
What are the minimum requirements for welding coordination personnel under AS/NZS 3834.2 for comprehensive quality requirements?
Answer: Personnel must have documented competence in welding coordination, such as IWS/IWT level, or equivalent qualification, or proven experience.
Explanation: AS/NZS 3834.2 requires documented competence for personnel responsible for welding activities to ensure quality assurance.
Q2. AS/NZS 1200 – Pressure Equipment Welding
What are the main requirements for welding procedure qualification when welding pressure vessels under AS/NZS 1200?
Answer:
Procedure must be qualified by testing as per AS/NZS 3992 or an equivalent standard, with full documentation of test results.
Explanation: AS/NZS 1200 references AS/NZS 3992 for pressure vessel welding. Procedure testing ensures mechanical properties meet design requirements.
Q3. AS/NZS 1796 Certificate 7
What does a Certificate 7 under AS/NZS 1796 allow a welder to do?
Answer: Allows a welder to weld pressure piping and pressure vessels.
Explanation: AS/NZS 1796 outlines certification for welders. Certificate 7 is specific to pressure piping work, including coded pipe welding.
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