Kansas Structural Steel Contractor
Examination — Local Jurisdiction
Practice Exam 2026 | 100 Questions &
Answers with Detailed Rationales |
Complete Exam Prep & Study Guide
1. In structural steel construction, what is the primary purpose of the erection
drawings?
A. To replace the structural design calculations
B. To show member locations, piece marks, connections, elevations, and erection
information
C. To establish the contractor's tax obligations
D. To determine the manufacturer's warranty period
Answer: B. To show member locations, piece marks, connections, elevations,
and erection information
Rationale: Erection drawings provide the field crew with the information needed
to correctly locate, orient, connect, and erect structural steel members.
, 2. Which property of structural steel primarily allows it to undergo significant
deformation before failure?
A. Brittleness
B. Elastic modulus
C. Ductility
D. Density
Answer: C. Ductility
Rationale: Ductility permits structural steel to deform plastically before rupture,
providing warning and energy absorption under overload or extreme loading.
3. During steel erection, a column is found to be significantly out of plumb.
What should the contractor do first?
A. Cut the column shorter
B. Heat the column until it straightens
C. Stop and evaluate the condition against the approved erection documents and
applicable tolerances
D. Weld a stiffener to the column
Answer: C. Stop and evaluate the condition against the approved erection
documents and applicable tolerances
Rationale: Unapproved field modification can compromise the structural system.
Alignment must be evaluated against the specified tolerances and corrected
using an approved method.
4. What is the principal function of a structural steel base plate?
A. To increase column height
B. To distribute column forces to the supporting foundation
C. To replace anchor rods
D. To eliminate the need for leveling
Answer: B. To distribute column forces to the supporting foundation
,Rationale: Base plates transfer compression, shear, and sometimes moment
from steel columns into the concrete foundation while distributing load over an
appropriate bearing area.
5. Which condition most directly affects the capacity of a bolted structural
connection?
A. Paint color
B. Bolt grade, installation, connection configuration, and applicable limit states
C. Ambient noise
D. Member identification color
Answer: B. Bolt grade, installation, connection configuration, and applicable
limit states
Rationale: Connection strength depends on factors such as bolt strength,
bearing, shear, tension, slip requirements, edge distances, and the connected
material.
6. What is the purpose of a high-strength structural bolt pretension?
A. To make the bolt permanently elastic
B. To create clamping force between connected elements
C. To eliminate all structural movement
D. To replace welds in every connection
Answer: B. To create clamping force between connected elements
Rationale: Proper pretension clamps connected surfaces together and can be
essential for slip-critical connections and specified high-strength bolted
assemblies.
7. Which connection type is specifically designed so that service-level slip is
prevented or minimized through friction between faying surfaces?
A. Bearing connection
B. Slip-critical connection
, C. Temporary erection connection
D. Tack-welded connection
Answer: B. Slip-critical connection
Rationale: Slip-critical connections rely on pretensioned bolts and the resistance
developed between prepared faying surfaces to prevent specified levels of slip.
8. Why are bolt holes generally not permitted to be enlarged by uncontrolled
field torch cutting?
A. Torch cutting always improves connection strength
B. It can damage the material and alter the engineered geometry of the
connection
C. It reduces the weight of the building
D. It improves bolt pretension
Answer: B. It can damage the material and alter the engineered geometry of the
connection
Rationale: Unauthorized enlargement can reduce edge distance, damage steel,
introduce unacceptable heat effects, and change the designed load path.
9. What does a W-shape designation primarily identify?
A. Welding procedure
B. Wide-flange structural steel shape
C. Weathering steel coating
D. Web thickness only
Answer: B. Wide-flange structural steel shape
Rationale: W-shapes are wide-flange structural members commonly used as
beams and columns and are designated by nominal depth and weight per unit
length.
10.Which structural steel component primarily resists shear in a typical wide-
flange beam?
Examination — Local Jurisdiction
Practice Exam 2026 | 100 Questions &
Answers with Detailed Rationales |
Complete Exam Prep & Study Guide
1. In structural steel construction, what is the primary purpose of the erection
drawings?
A. To replace the structural design calculations
B. To show member locations, piece marks, connections, elevations, and erection
information
C. To establish the contractor's tax obligations
D. To determine the manufacturer's warranty period
Answer: B. To show member locations, piece marks, connections, elevations,
and erection information
Rationale: Erection drawings provide the field crew with the information needed
to correctly locate, orient, connect, and erect structural steel members.
, 2. Which property of structural steel primarily allows it to undergo significant
deformation before failure?
A. Brittleness
B. Elastic modulus
C. Ductility
D. Density
Answer: C. Ductility
Rationale: Ductility permits structural steel to deform plastically before rupture,
providing warning and energy absorption under overload or extreme loading.
3. During steel erection, a column is found to be significantly out of plumb.
What should the contractor do first?
A. Cut the column shorter
B. Heat the column until it straightens
C. Stop and evaluate the condition against the approved erection documents and
applicable tolerances
D. Weld a stiffener to the column
Answer: C. Stop and evaluate the condition against the approved erection
documents and applicable tolerances
Rationale: Unapproved field modification can compromise the structural system.
Alignment must be evaluated against the specified tolerances and corrected
using an approved method.
4. What is the principal function of a structural steel base plate?
A. To increase column height
B. To distribute column forces to the supporting foundation
C. To replace anchor rods
D. To eliminate the need for leveling
Answer: B. To distribute column forces to the supporting foundation
,Rationale: Base plates transfer compression, shear, and sometimes moment
from steel columns into the concrete foundation while distributing load over an
appropriate bearing area.
5. Which condition most directly affects the capacity of a bolted structural
connection?
A. Paint color
B. Bolt grade, installation, connection configuration, and applicable limit states
C. Ambient noise
D. Member identification color
Answer: B. Bolt grade, installation, connection configuration, and applicable
limit states
Rationale: Connection strength depends on factors such as bolt strength,
bearing, shear, tension, slip requirements, edge distances, and the connected
material.
6. What is the purpose of a high-strength structural bolt pretension?
A. To make the bolt permanently elastic
B. To create clamping force between connected elements
C. To eliminate all structural movement
D. To replace welds in every connection
Answer: B. To create clamping force between connected elements
Rationale: Proper pretension clamps connected surfaces together and can be
essential for slip-critical connections and specified high-strength bolted
assemblies.
7. Which connection type is specifically designed so that service-level slip is
prevented or minimized through friction between faying surfaces?
A. Bearing connection
B. Slip-critical connection
, C. Temporary erection connection
D. Tack-welded connection
Answer: B. Slip-critical connection
Rationale: Slip-critical connections rely on pretensioned bolts and the resistance
developed between prepared faying surfaces to prevent specified levels of slip.
8. Why are bolt holes generally not permitted to be enlarged by uncontrolled
field torch cutting?
A. Torch cutting always improves connection strength
B. It can damage the material and alter the engineered geometry of the
connection
C. It reduces the weight of the building
D. It improves bolt pretension
Answer: B. It can damage the material and alter the engineered geometry of the
connection
Rationale: Unauthorized enlargement can reduce edge distance, damage steel,
introduce unacceptable heat effects, and change the designed load path.
9. What does a W-shape designation primarily identify?
A. Welding procedure
B. Wide-flange structural steel shape
C. Weathering steel coating
D. Web thickness only
Answer: B. Wide-flange structural steel shape
Rationale: W-shapes are wide-flange structural members commonly used as
beams and columns and are designated by nominal depth and weight per unit
length.
10.Which structural steel component primarily resists shear in a typical wide-
flange beam?
