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STRUCTURAL ANALYSIS (HIBBELER, 11TH EDITION) ACTUAL EXAM
QUESTIONS LATEST EDITION 2026 – 2027 VERSION SOLVED QUESTIONS &
ANSWERS
Structural Analysis (Hibbeler, 11th Edition) —Questions with Rationales
SUMMARIZED POINT EXAM COVERAGE
1. Types of Structures and Loads – Structural classification, dead/live loads, load
combinations, supports, idealization.
2. Analysis of Statically Determinate Structures – Equilibrium,
determinacy/indeterminacy, reactions, free-body diagrams, method of sections.
3. Analysis of Statically Determinate Trusses – Method of joints, method of sections,
zero-force members, space trusses.
4. Internal Loadings in Structural Members – Shear and moment diagrams, axial
force, sign conventions, relationships between load/shear/moment.
5. Cables and Arches – Cable analysis, parabolic cables, three-hinged arches, bending
moment in arches.
6. Influence Lines – Influence lines for beams, qualitative influence lines, Müller-
Breslau principle, applications to loads.
7. Deflections – Double integration, moment-area theorems, conjugate-beam method,
discontinuity functions.
8. Deflections Using Energy Methods – Castigliano’s theorems, virtual work, unit load
method, strain energy.
9. Force Method (Indeterminate Structures) – Redundants, compatibility, Maxwell’s
theorem, analysis of beams and frames.
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10. Slope-Deflection Method – Fixed-end moments, slope-deflection equations,
analysis of continuous beams and frames.
11. Moment Distribution Method – Distribution factors, carry-over moments, sway
frames, multi-story frames.
12. Approximate Analysis of Indeterminate Structures – Portal and cantilever
methods for frames, approximate analysis of trusses.
13. Beams and Frames with Nonprismatic Members – Stiffness matrices, fixed-end
moments for tapered members.
14. Truss Analysis Using the Stiffness Method – Member stiffness matrices, assembly,
solution, member forces.
15. Beam Analysis Using the Stiffness Method – Beam stiffness matrices, equivalent
joint loads, support settlements.
16. Plane Frame Analysis Using the Stiffness Method – Transformation matrices,
global stiffness, frame analysis.
17. Structural Modeling and Computer Analysis – Modeling assumptions, symmetry,
computer applications.
18. Matrix Algebra for Structural Analysis – Matrix operations, determinants, inverses,
applications.
CHAPTER 1: TYPES OF STRUCTURES AND LOADS (14 Questions)
1. What is the primary purpose of a structure?
A) To be aesthetically pleasing
B) To transmit or support loads safely
C) To be as lightweight as possible
D) To be inexpensive to construct
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Rationale: The primary purpose of a structure is to transmit or support loads safely
without failure or excessive deformation.
2. A load that is applied slowly and remains constant is classified as which of the
following?
A) Dynamic load
B) Static load
C) Impact load
D) Cyclic load
Rationale: A static load is applied slowly and remains constant. Dynamic loads vary
with time, impact loads are sudden, and cyclic loads are repetitive.
3. The self-weight of a structural member is an example of which type of load?
A) Live load
B) Dead load
C) Wind load
D) Snow load
Rationale: Dead loads are permanent, fixed loads such as the self-weight of structural
members and permanent attachments.
4. The pressure exerted by a fluid on a submerged surface is an example of which
type of load?
A) Concentrated load
B) Distributed load
C) Torsional load
D) Point load
Rationale: Fluid pressure on a submerged surface is a distributed load, acting over an
area rather than at a single point.
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5. In structural design, a "Factor of Safety" is generally which of the following?
A) Less than 1
B) Equal to 1
C) Greater than 1
D) Equal to the applied load
Rationale: A factor of safety greater than 1 is used to account for uncertainties in loads,
material properties, and analysis.
6. Which of the following is an example of a live load?
A) Weight of a concrete floor slab
B) Weight of occupants and furniture
C) Weight of permanent partitions
D) Weight of the roof structure
Rationale: Live loads are variable loads that depend on occupancy and use, such as
people, furniture, and movable equipment.
7. What is the primary difference between a beam and a column?
A) Beams carry axial loads; columns carry transverse loads
B) Beams carry transverse loads; columns carry axial loads
C) Beams are always horizontal; columns are always vertical
D) There is no difference
Rationale: Beams primarily resist transverse loads (bending), while columns primarily
resist axial compressive loads.
8. Which type of support provides three reaction components: vertical force,
horizontal force, and moment?
A) Roller support
STRUCTURAL ANALYSIS (HIBBELER, 11TH EDITION) ACTUAL EXAM
QUESTIONS LATEST EDITION 2026 – 2027 VERSION SOLVED QUESTIONS &
ANSWERS
Structural Analysis (Hibbeler, 11th Edition) —Questions with Rationales
SUMMARIZED POINT EXAM COVERAGE
1. Types of Structures and Loads – Structural classification, dead/live loads, load
combinations, supports, idealization.
2. Analysis of Statically Determinate Structures – Equilibrium,
determinacy/indeterminacy, reactions, free-body diagrams, method of sections.
3. Analysis of Statically Determinate Trusses – Method of joints, method of sections,
zero-force members, space trusses.
4. Internal Loadings in Structural Members – Shear and moment diagrams, axial
force, sign conventions, relationships between load/shear/moment.
5. Cables and Arches – Cable analysis, parabolic cables, three-hinged arches, bending
moment in arches.
6. Influence Lines – Influence lines for beams, qualitative influence lines, Müller-
Breslau principle, applications to loads.
7. Deflections – Double integration, moment-area theorems, conjugate-beam method,
discontinuity functions.
8. Deflections Using Energy Methods – Castigliano’s theorems, virtual work, unit load
method, strain energy.
9. Force Method (Indeterminate Structures) – Redundants, compatibility, Maxwell’s
theorem, analysis of beams and frames.
, Page 2 of 78
10. Slope-Deflection Method – Fixed-end moments, slope-deflection equations,
analysis of continuous beams and frames.
11. Moment Distribution Method – Distribution factors, carry-over moments, sway
frames, multi-story frames.
12. Approximate Analysis of Indeterminate Structures – Portal and cantilever
methods for frames, approximate analysis of trusses.
13. Beams and Frames with Nonprismatic Members – Stiffness matrices, fixed-end
moments for tapered members.
14. Truss Analysis Using the Stiffness Method – Member stiffness matrices, assembly,
solution, member forces.
15. Beam Analysis Using the Stiffness Method – Beam stiffness matrices, equivalent
joint loads, support settlements.
16. Plane Frame Analysis Using the Stiffness Method – Transformation matrices,
global stiffness, frame analysis.
17. Structural Modeling and Computer Analysis – Modeling assumptions, symmetry,
computer applications.
18. Matrix Algebra for Structural Analysis – Matrix operations, determinants, inverses,
applications.
CHAPTER 1: TYPES OF STRUCTURES AND LOADS (14 Questions)
1. What is the primary purpose of a structure?
A) To be aesthetically pleasing
B) To transmit or support loads safely
C) To be as lightweight as possible
D) To be inexpensive to construct
, Page 3 of 78
Rationale: The primary purpose of a structure is to transmit or support loads safely
without failure or excessive deformation.
2. A load that is applied slowly and remains constant is classified as which of the
following?
A) Dynamic load
B) Static load
C) Impact load
D) Cyclic load
Rationale: A static load is applied slowly and remains constant. Dynamic loads vary
with time, impact loads are sudden, and cyclic loads are repetitive.
3. The self-weight of a structural member is an example of which type of load?
A) Live load
B) Dead load
C) Wind load
D) Snow load
Rationale: Dead loads are permanent, fixed loads such as the self-weight of structural
members and permanent attachments.
4. The pressure exerted by a fluid on a submerged surface is an example of which
type of load?
A) Concentrated load
B) Distributed load
C) Torsional load
D) Point load
Rationale: Fluid pressure on a submerged surface is a distributed load, acting over an
area rather than at a single point.
, Page 4 of 78
5. In structural design, a "Factor of Safety" is generally which of the following?
A) Less than 1
B) Equal to 1
C) Greater than 1
D) Equal to the applied load
Rationale: A factor of safety greater than 1 is used to account for uncertainties in loads,
material properties, and analysis.
6. Which of the following is an example of a live load?
A) Weight of a concrete floor slab
B) Weight of occupants and furniture
C) Weight of permanent partitions
D) Weight of the roof structure
Rationale: Live loads are variable loads that depend on occupancy and use, such as
people, furniture, and movable equipment.
7. What is the primary difference between a beam and a column?
A) Beams carry axial loads; columns carry transverse loads
B) Beams carry transverse loads; columns carry axial loads
C) Beams are always horizontal; columns are always vertical
D) There is no difference
Rationale: Beams primarily resist transverse loads (bending), while columns primarily
resist axial compressive loads.
8. Which type of support provides three reaction components: vertical force,
horizontal force, and moment?
A) Roller support