TWI - Visual Welding Inspector (CSWIP-WI-6-92) Practice Test


Exam Code: CSWIP-WI
Exam Name: CSWIP Visual Welding Inspector (WI)
Multiple Choice Questions (MCQs)
Practical Examination (Weld Assessment)
Duration: ~2 hours (varies by training provider)
Pass Mark: ~70% (varies slightly)
1. Introduction to Welding Inspection (10-15%)
- Role and responsibilities of a welding inspector
- Importance of visual inspection in quality control
- Welding inspection stages
- pre-weld
- during welding
- post-weld
- Documentation review
- WPS
- PQR
- WPQ
- WPS (Welding Procedure Specification)
- PQR (Procedure Qualification Record)
- WPQ (Welder Performance Qualification)
- NDT (Non-Destructive Testing)
- QA/QC (Quality Assurance/Quality Control)
2. Welding Processes & Defects (20-25%)
- Common welding processes:
- SMAW (Shielded Metal Arc Welding)
- GTAW (Gas Tungsten Arc Welding)
- GMAW (Gas Metal Arc Welding)
- FCAW (Flux-Cored Arc Welding)
- SAW (Submerged Arc Welding)
- Weld joint types (butt- fillet- lap- etc.)
- Weld imperfections vs. defects (acceptance criteria)
- Porosity
- Slag Inclusion
- Lack of Fusion (LOF)
- Undercut
- Cracks (Hot- Cold- Crater)
- Spatter
- Excessive Reinforcement
3. Standards & Codes (15-20%)
- ISO 5817 (Welding quality levels for steel)
- ISO 9606 (Qualification testing of welders)
- ISO 17637 (Visual testing of welds)
- AWS D1.1 (Structural welding code – steel)
- BS EN 1090 (Execution of steel structures)
- Acceptance Criteria
- Fitness for Purpose (FFP)
- Workmanship Standards
- Tolerance Levels
4. Visual Inspection Techniques (25-30%)
- Tools for visual inspection
- gauges
- magnifiers
- rulers
- Measuring weld sizes
- throat thickness
- leg length
- Surface defect identification
- Reporting and recording defects
- Fillet Weld Gauge
- HI-LO Gauge
- Undercut Depth Measurement
- Weld Profile Assessment
5. Welding Symbols & Drawings (10-15%)
- Interpretation of welding symbols
- ISO 2553
- AWS A2.4
- memorizing engineering drawings
- Weld joint configurations
- Arrow Side / Other Side
- Groove Weld Symbol
- Fillet Weld Symbol
- Supplementary Symbols (Contour- Finish)
6. Safety & Ethics (5-10%)
- Personal Protective Equipment (PPE)
- Workshop safety practices
- Inspector’s code of ethics
- PPE (Helmet- Gloves- Respirator)
- HSE (Health & Safety Executive)
- Confidentiality & Integrity

CSWIP-WI MCQs
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TWI
CSWIP
Visual Welding Inspector (WI) - 2026
https://killexams.com/pass4sure/exam-detail/CSWIP-WI
Question: 1313
If a welding symbol indicates a "bevel" with a specified angle of 45 degrees and a depth of 8 mm, what
is the minimum base metal thickness required to ensure proper welding?
A. 14 mm
B. 10 mm
C. 12 mm
D. 16 mm
Answer: D
Explanation: A bevel weld at a 45-degree angle typically requires the base metal to be at least twice the
depth of the bevel to ensure adequate support, hence a minimum of 16 mm.
Question: 1314
In a scenario where a crack is identified in a weld, how does the type of crack (hot, cold, or crater) affect
the choice of repair method, particularly in terms of temperature considerations?
A. Crater cracks need to be ground out before repair
B. Cold cracks can be repaired without preheating
C. Hot cracks require immediate cooling
D. All types need the same repair method
Answer: A
Explanation: Crater cracks typically need to be ground out and repaired carefully to avoid further
weakening the joint, as they can propagate easily if not addressed properly.
Question: 1315
A fillet weld throat is specified as 7 mm, but inspection with a gauge measures 5.5 mm. BS EN 970
Level C allows a reduction of 0.1t (max 1 mm), where t = 7 mm. Is this acceptable?
A. Yes, within tolerance
B. No, exceeds reduction limit
C. No, requires re-welding
D. Yes, if leg lengths are met
Answer: B
Explanation: For Level C, reduction = 0.1t or 1 mm, whichever is less (0.1 � 7 = 0.7 mm). The 1.5 mm
reduction (7 - 5.5 = 1.5 mm) exceeds 0.7 mm, making it unacceptable.
Question: 1316
A welding inspector is tasked with visually assessing a T-joint weld on a heavy machinery component
under ISO 17637, where the fillet weld throat thickness measures 5.8 mm against a specified minimum
of 6 mm. Considering the inspector�s responsibility, what action aligns with maintaining quality
standards?
A. Instruct the welder to add an additional pass to increase the throat thickness
B. Accept the weld as the deviation is within a 10% tolerance of the specified value
C. Use a fillet weld gauge to confirm the measurement and report the shortfall to the welding supervisor
D. Recalibrate the gauge and remeasure to account for potential tool error
Answer: C
Explanation: ISO 17637 requires inspectors to accurately measure and report deviations from specified
dimensions, such as a throat thickness below 6 mm, using tools like a fillet weld gauge. Reporting to the
supervisor ensures proper quality control action, whereas accepting deviations, directing repairs, or
assuming tool error without evidence contravenes the inspector�s defined responsibilities.
Question: 1317
A drawing per ISO 2553 specifies a K-joint with a welding symbol: a double-bevel groove weld with
s10 on both sides, a 3 mm root face, and a "weld all around" symbol. The brace is 20 mm thick, and the
chord is 25 mm thick. What is the minimum throat thickness per side?
A. 20 mm
B. 10 mm
C. 3 mm
D. 25 mm
Answer: B
Explanation: In ISO 2553, "s10" specifies a 10 mm throat thickness for each side of the double-bevel
groove weld in the K-joint. This is the minimum required weld size per side, independent of the brace or
chord thickness.
Question: 1318
A welding inspector is overseeing a confidential aerospace weld using Plasma Arc Welding (PAW) at
280A. The welder logs detailed process data (e.g., pulse frequency of 120 Hz, peak current 300A) on an
unsecured laptop accessible to non-cleared staff. Per ISO 27001 Annex A controls, what should the
inspector mandate?A. Encrypt the laptop and restrict access
B. Delete the data and use paper records
C. Transfer data to a secure server immediately
D. Allow logging but limit staff proximity
Answer: A
Explanation: ISO 27001 Annex A requires protection of sensitive data against unauthorized access. An
unsecured laptop violates confidentiality, risking exposure of critical PAW parameters. Encryption and
access restriction provide immediate, robust security, surpassing deletion or server transfer, which may
delay or disrupt workflow.
Question: 1319
In assessing a weld for spatter, what specific surface condition is indicative of excessive spatter that may
require corrective action?
A. Smooth and shiny surface
B. Minimal discoloration
C. Uniform bead appearance
D. Rough surface with visible droplets
Answer: D
Explanation: A rough surface with visible droplets indicates excessive spatter, which can affect the
aesthetics and potentially the integrity of the weld, requiring corrective action.
Question: 1320
While inspecting a Welder Performance Qualification (WPQ) test coupon for a 6G position pipe weld
(45� inclined) using Gas Metal Arc Welding (GMAW), you observe that the welder used a short-
circuiting transfer mode with a 1.2 mm ER70S-6 filler wire. The test coupon passed visual inspection and
radiographic testing per ASME Section IX, QW-302. However, the WPQ documentation indicates
qualification for all positions, including vertical down. Is this qualification acceptable based on the test
conditions?
A. Yes, the 6G position qualifies all positions including vertical down
B. No, vertical down requires a separate qualification test
C. Yes, provided the WPS allows short-circuiting transfer mode
D. No, GMAW short-circuiting mode disqualifies vertical down welding
Answer: B
Explanation: ASME Section IX (QW-405.3) states that qualification in the 6G position qualifies all
positions except vertical down, which requires a separate test due to its unique welding characteristics.
The use of short-circuiting transfer mode does not inherently disqualify the test, but the vertical down
position still needs distinct qualification.
Question: 1321
In the classification of welding consumables, which of the following designations indicates a low
hydrogen electrode?
A. E6010
B. E6013
C. E7018
D. E7016
Answer: C
Explanation: The E7018 electrode is classified as a low hydrogen electrode, suitable for critical
applications.
Question: 1322
In an SMAW fillet weld on a 10 mm thick carbon steel T-joint, you measure the leg length using a steel
ruler with 0.5 mm graduations under 1000 lux illumination. The WPS specifies a leg length of 8 mm �1
mm, and you measure 6.5 mm over a 15 mm length. BS EN ISO 5817 Level C requires WPS
compliance. What is the correct reporting action?
A. Report: "Leg length: 6.5 mm, minor deviation, acceptable"
B. Report: "Leg length: 6.5 mm, meets Level C standards"
C. Report: "Leg length: 6.5 mm, within ruler tolerance"
D. Report: "Leg length: 6.5 mm, below WPS minimum, reject"
Answer: D
Explanation: The 6.5 mm leg length falls below the 7 mm minimum (8 mm - 1 mm) specified by the
WPS, which BS EN ISO 5817 Level C mandates compliance with, making it a defect requiring rejection.
The steel ruler measurement is accurate, and the report must reflect the shortfall, not a tolerance or
standard compliance.
Question: 1323
While monitoring the welding of a fillet weld on a 12 mm thick structural component per ISO 17637, a
welding inspector notes that the welder is operating at 28 V and 250 A, yielding a heat input of 1.9
kJ/mm, exceeding the WPS maximum of 1.5 kJ/mm for a travel speed of 4 mm/s. What is the inspector�s
duty at this stage?
A. Allow welding to proceed as the exceedance is within a 30% tolerance
B. Interrupt welding and document the heat input exceedance for quality assessment
C. Adjust the voltage to 24 V to bring heat input within limits
D. Recalculate the travel speed to align with the WPS heat input limit
Answer: B
Explanation: ISO 17637 mandates monitoring welding parameters during the process. A heat input of 1.9
kJ/mm exceeds the WPS limit of 1.5 kJ/mm, requiring the inspector to stop welding and report for
quality control, not continue, adjust settings, or recalculate independently.
Question: 1324
A 15 mm thick single V-butt weld (40� bevel) has a root gap of 3 mm and root face of 2 mm. Visual
inspection shows a 4 mm protrusion beyond the root. What is this?
A. Incomplete penetration
B. Lack of fusion
C. Root concavity
D. Excess penetration
Answer: D
Explanation: A protrusion beyond the root indicates excess penetration, where weld metal extends past
the root face due to a large root gap (3 mm) and thin root face (2 mm). Incomplete penetration lacks
fusion depth, root concavity depresses inward, and lack of fusion shows no bonding.
Question: 1325
When interpreting a welding symbol that specifies a "U" shaped groove, what is the primary
characteristic of this joint type?
A. It is designed for better penetration
B. It has a uniform depth
C. It requires a backing bar
D. It is used for butt joints only
Answer: A
Explanation: A "U" shaped groove is designed to provide better penetration for the weld metal,
enhancing the strength of the joint.
Question: 1326
When welding with GTAW on magnesium alloys, what shielding gas mixture is typically recommended
to achieve optimal results?
A. Argon only
B. Argon with a small percentage of helium
C. Helium only
D. Nitrogen with argon
Answer: B
Explanation: A mixture of argon with a small percentage of helium enhances arc stability and improves
penetration when welding magnesium alloys.
Question: 1327
If a welding inspector observes that safety barriers are not appropriately placed around welding
operations, what is the immediate risk this poses?
A. Increased visibility for passersby
B. Enhanced communication among workers
C. Improved airflow around the workspace
D. Potential for unauthorized access and accidents
Answer: D
Explanation: Improper placement of safety barriers increases the risk of unauthorized access to hazardous
areas, leading to potential accidents and injuries.
Question: 1328
A WPS for FCAW on a 30 mm thick plate specifies a wire feed speed of 200�250 mm/min and a contact
tip-to-work distance (CTWD) of 15�20 mm. A welder uses 260 mm/min and 25 mm CTWD. Per ASME
Section IX, is requalification required?
A. Yes, only the CTWD change is significant
B. No, the changes are within acceptable tolerances
C. Yes, both wire feed speed and CTWD are essential variables
D. No, if the weld quality meets standards
Answer: C
Explanation: ASME Section IX, QW-404.22 (wire feed speed) and QW-409.9 (CTWD), classify these as
essential variables for FCAW, affecting deposition and heat input. Deviations beyond the specified ranges
necessitate requalification.
Question: 1329
During a visual inspection of an FCAW butt weld on a 50 mm thick carbon steel plate, you use a fillet
weld gauge to measure the throat thickness under 500 lux lighting. The WPS requires a minimum throat
of 25 mm, and you record a value of 24.5 mm over a 30 mm length at a 30� angle. AWS D1.1 Table 6.1
requires WPS compliance for static loading. What is the reporting format?
A. Report: "Throat thickness: 24.5 mm, below WPS minimum, reject"
B. Report: "Throat thickness: 24.5 mm, minor deviation, acceptable"
C. Report: "Throat thickness: 24.5 mm, within gauge tolerance"
D. Report: "Throat thickness: 24.5 mm, meets AWS standards"
Answer: A
Explanation: The 24.5 mm throat thickness is below the 25 mm WPS minimum required by AWS D1.1
Table 6.1 for static loading, making it a defect requiring rejection. The fillet weld gauge measurement is
precise, and the report must reflect the shortfall against the WPS, not a tolerance or standard compliance.
Question: 1330
Which of the following welding processes is most suitable for joining dissimilar metals?
A. FCAW
B. SMAW
C. GTAW
D. SAW
Answer: C
Explanation: Gas Tungsten Arc Welding (GTAW) provides precise control and is ideal for dissimilar
metal welding applications.
Question: 1331
In assessing workmanship standards, which specific practice can significantly reduce the likelihood of
defects in welded joints?
A. Using a single welding technique
B. Ignoring minor imperfections
C. Regularly training and certifying welders
D. Reducing inspection frequency
Answer: C
Explanation: Regularly training and certifying welders can significantly reduce the likelihood of defects
in welded joints, ensuring high-quality workmanship and compliance with standards.
Question: 1332
While overseeing the welding of a butt weld on a 15 mm thick plate per ISO 17637, a welding inspector
measures a preheat temperature of 80�C, below the WPS minimum of 100�C, using an infrared
pyrometer, with welding already underway. What should the inspector do?
A. Allow welding to continue as the difference is within 20�C tolerance
B. Stop welding and report the temperature shortfall to the welding coordinator
C. Increase the preheat to 100�C using a torch and resume welding
D. Recheck the pyrometer calibration to confirm the reading
Answer: B
Explanation: During welding, ISO 17637 requires adherence to WPS preheat minimums (100�C). A
reading of 80�C necessitates stopping welding and reporting for quality control, not continuing, adjusting
heat, or rechecking without action.
Question: 1333
In a visual inspection of a weld, you find evidence of lamellar tearing. What is the primary material
property that helps mitigate this defect?
A. Ductility
B. Hardness
C. Tensile strength
D. Yield strength
Answer: A
Explanation: High ductility in the base metal can help mitigate the risk of lamellar tearing during
welding.
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