Ohio Structural Steel & Bolting Inspector Certification Exam Practice Questions And Correct Answers (Verified Answers) Plus Rationales 2025|2026 Q&A | Instant Download Pdf
- What is the primary role of a structural steel inspector on a
- Approve shop drawings on behalf of the fabricator
- Perform welding repairs on structural members
- Verify that materials and workmanship conform to contract
- Direct site erection sequencing for the erector
construction site?
documents and applicable standards
Rationale: The inspector’s main responsibility is to confirm compliance
with contract documents, specifications, and applicable codes; they do not perform fabrication or make design decisions. 1 / 4
- Which instrument is best for measuring the thickness of a steel plate
- Vernier caliper
- Ultrasonic thickness gauge
- Micrometer
- Steel rule
where only one side is accessible?
Rationale: Ultrasonic gauges measure thickness from one accessible
surface and are commonly used when the opposite face is inaccessible.
- A bolt is specified as A325. Which of the following is true about A325
- They are stainless steel bolts
- They are carbon steel structural bolts commonly used in building
- They are designed for slip-critical connections only
- They are non-structural machine bolts
bolts?
construction
Rationale: A325 bolts are high-strength carbon steel bolts used for
structural connections; they are not stainless and can be used for either bearing-type or slip-critical connections depending on application.
- What is the difference between "snug-tight" and "pretensioned" in
- Snug-tight is achieved by torque; pretensioned is hand-tight
- Snug-tight requires calibrated hydraulic equipment; pretensioned
bolted connections?
does not 2 / 4
- Snug-tight is an installer’s fit sufficient to remove slack;
- There is no difference—terms are interchangeable
pretensioned means the bolt is tensioned to a specified preload
Rationale: Snug-tight is the initial fit-up tightness; pretensioned bolts are
tightened to a specific tension (preload) using torque, turn-of-nut, or direct tensioning methods.
- For slip-critical connections, which surface condition is most
- Thickness of the member
- Friction coefficient of the faying surfaces
- Bolt shank diameter
- Thread pitch
important?
Rationale: Slip-critical connections rely on friction between faying surfaces;
the friction coefficient (affected by surface preparation and coatings) determines resistance to slip.
- Which NDT method is most appropriate for detecting subsurface
- Visual inspection only
- Magnetic particle inspection
- Ultrasonic testing (UT)
- Liquid penetrant testing (PT) 3 / 4
laminations in steel plate?
Rationale: UT can detect internal discontinuities such as laminations and
inclusions; PT and magnetic particle are surface or near-surface methods.
- When inspecting a welded connection, what is the inspector’s first
- Grind out all surface irregularities
- Review welding procedure specifications, weld maps, and welder
- Perform radiographic testing immediately
- Remove paint from the entire assembly
action?
qualifications
Rationale: Before inspection or testing, verify documentation (WPS, PQRs,
welder qual.) to ensure welding is performed per required procedures; testing follows as needed.
- Which of the following is a commonly used acceptance criterion for
- No undercut deeper than the root thickness
- No cracks and undercut within specified limits in the
- Fillet weld size must be at least twice the specified size
- Visual inspection is not allowed for structural welds
visual weld inspection?
code/specification
Rationale: Visual inspection checks for defects (cracks, excessive undercut,
incomplete fusion) against limits in codes/specs (e.g., AWS D1.1).
- / 4