NEW MEXICO GS-24 STRUCTURAL STEEL ERECTION
EXAMINATION 2026 COMPLETE (120) CURRENT TESTING
QUESTIONS AND CORRECT ANSWERS WITH DETAILED
RATIONALES.
STEEL
Prepare with confidence for the New Mexico GS-24 Structural Steel Erection
Examination using this comprehensive study resource. This PDF reviews essential
structural steel erection principles, industry standards, safety practices, and key
concepts commonly covered on the exam. It is an excellent resource for self-study,
exam preparation, and last-minute revision. Ideal for candidates seeking to
strengthen their knowledge and improve their readiness for New Mexico GS-24
licensing.
MULTIPLE CHOICE.
Section 1: Materials & Specifications (Questions 1-15)
1. Which ASTM specification is most commonly specified for W-shapes
(wide-flange beams) in modern building construction due to its optimized
strength-to-weight ratio and weldability?
A) ASTM A36
B) ASTM A572
C) ASTM A992
D) ASTM A514
Answer: C
Rationale: ASTM A992 is the preferred material for W-shapes, offering a 50
ksi minimum yield strength and a maximum yield-to-tensile ratio. This
ensures good ductility and weldability, which are essential for seismic
applications .
2. What is the primary purpose of applying a galvanized coating to
structural steel?
A) To increase the tensile strength of the steel.
B) To provide a smooth surface for painting.
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C) To prevent corrosion through sacrificial protection.
D) To improve the steel's ductility during erection.
Answer: C
Rationale: Galvanization applies a layer of zinc, which acts as a barrier
and a sacrificial anode. The zinc corrodes in place of the underlying steel,
protecting it from rust .
3. What does the term "yield strength" of a structural steel material refer
to?
A) The maximum stress before fracture.
B) The point where permanent deformation begins.
C) The stress at which the material becomes brittle.
D) The energy required to initiate a crack.
Answer: B
Rationale: Yield strength is the stress level at which a material starts to
deform plastically. Once this point is passed, the material will not return
to its original shape when the load is removed .
4. In a site plan, the contour interval is most useful for determining which
of the following?
A) Property line locations
B) Elevation changes of the ground surface
C) Locations of underground utilities
D) Placement of structural columns
Answer: B
Rationale: Contour lines on a site plan connect points of equal elevation.
The contour interval, or the vertical distance between these lines,
indicates the changes in ground elevation .
5. Which drawing typically shows the exact locations of base plates,
anchor bolt patterns, and weld symbols for a steel column?
A) Architectural floor plan
B) Structural framing plan
C) Shop drawing
D) Elevation view
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Answer: C
Rationale: Shop drawings provide detailed fabrication and erection
information, including specific details like base plates, bolt patterns, and
weld symbols that are not typically shown on general structural plans .
6. The welding symbol "Ø ½" on a detail drawing indicates what?
A) A ½-inch fillet weld
B) A ½-inch groove weld depth
C) A ½-inch diameter filler rod
D) A ½-inch clearance between parts
Answer: B
Rationale: The "Ø" symbol is used to denote the size or depth of a groove
weld. In this context, "Ø ½" indicates a groove weld depth of ½ inch .
7. Which of the following best describes an HSS member?
A) A solid rectangular bar used for bracing
B) A hollow circular or rectangular steel tube
C) A C-shaped channel with a flat back
D) An I-beam with a tapered flange
Answer: B
Rationale: HSS stands for Hollow Structural Section. These are structural
steel members with a hollow cross-section, typically circular, square, or
rectangular, used in building frames and other structures .
8. What is the significance of the Mill Test Report (MTR) in structural steel
materials?
A) It provides the manufacturing process details.
B) It certifies the material's chemical and mechanical properties.
C) It indicates the cost of the material.
D) It details the shipping route.
Answer: B
Rationale: An MTR documents that the steel meets the specified
chemical composition and mechanical property requirements per the
applicable ASTM standard. It is a crucial quality assurance document .
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9. Which type of steel is known for having a higher strength-to-weight
ratio, making it efficient for structural design?
A) Carbon steel
B) Alloy steel
C) High-Strength Low-Alloy (HSLA) steel
D) Stainless steel
Answer: C
Rationale: HSLA steels are engineered to provide high strength and, often,
good corrosion resistance, leading to a higher strength-to-weight ratio
compared to conventional carbon steels .
10. The property of a material that allows it to undergo significant
deformation without fracturing is known as:
A) Hardness
B) Stiffness
C) Ductility
D) Brittleness
Answer: C
Rationale: Ductility is a key property for structural steel, especially in
seismic zones, as it allows the material to absorb energy and deform
under stress without sudden failure .
11. According to the Steel Detailers' Manual, what is a key consideration
when detailing connections?
A) Minimizing the number of bolts used.
B) Emphasizing the importance of tolerances.
C) Eliminating the need for field welding.
D) Always using slip-critical connections.
Answer: B
Rationale: The manual emphasizes that proper detailing must account for
tolerances to ensure proper fit-up on site, preventing costly delays and
modifications .
12. Which steel grade is typically specified for anchor rods (bolts) in
structural applications?