Civil Engineering
Structures, surveying, soil mechanics
111 Questions 10 Topics Take Test
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Showing 101–110 of 111 questions
A frame with 'j' joints, 'm' members, and 'r' reaction components is indeterminate with degree:
A DI = m + r - 2j
B DI = m + r - 3j
C DI = 3m + r - 2j
D DI = 2m + r - 3j
Correct Answer:  A. DI = m + r - 2j
EXPLANATION

For planar frames: DI = (m + r) - 2j, where 2j accounts for 2 equilibrium equations per joint in 2D.

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In matrix method of structural analysis, the stiffness matrix [K] is:
A Always singular
B Always non-singular for determinate structures
C Symmetric and positive definite for stable structures
D Independent of boundary conditions
Correct Answer:  C. Symmetric and positive definite for stable structures
EXPLANATION

Stiffness matrix [K] is symmetric (reciprocal theorem) and positive definite for stable structures without rigid body movements.

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Q.103 Medium Structural Analysis
For a two-span continuous beam with equal spans and equal loads, which statement is true?
A Support moments are equal at both interior supports
B Reactions at all supports are equal
C Maximum positive BM occurs at center of each span
D Shear force diagram is symmetric about center
Correct Answer:  A. Support moments are equal at both interior supports
EXPLANATION

For symmetric loading and equal spans, interior support moments are equal due to symmetry of structure and loading.

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In slope deflection method, what does the term 'FEM' represent?
A Fixed End Moment
B Flexural End Movement
C Final Elastic Moment
D Factored End Moment
Correct Answer:  A. Fixed End Moment
EXPLANATION

FEM (Fixed End Moment) are moments developed in a member if both ends are fixed against rotation.

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Q.105 Medium Structural Analysis
For a propped cantilever beam, the number of reactions is:
A 2
B 3
C 4
D 5
Correct Answer:  C. 4
EXPLANATION

Propped cantilever has: fixed end (3 reactions: vertical, horizontal, moment) + prop reaction (1) = 4 total reactions.

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Q.106 Medium Structural Analysis
The principle of virtual work states that for equilibrium of a structure:
A External work equals strain energy
B Sum of virtual work by all forces is zero
C Kinetic energy equals potential energy
D Deformation is maximum
Correct Answer:  B. Sum of virtual work by all forces is zero
EXPLANATION

Principle of virtual work: For equilibrium, ΣδW = 0. Sum of virtual work by internal and external forces must be zero.

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Q.107 Medium Structural Analysis
In influence line diagram, what does the ordinate represent?
A Actual internal force value
B Coefficient of influence for unit load
C Deflection of structure
D Stress at section
Correct Answer:  B. Coefficient of influence for unit load
EXPLANATION

Ordinate in influence line = coefficient showing magnitude of response at a fixed section per unit moving load.

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For a cantilever beam of length L carrying uniformly distributed load w, the maximum bending moment occurs at:
A Free end
B Mid-span
C Fixed end
D At L/3 from fixed end
Correct Answer:  C. Fixed end
EXPLANATION

For cantilever, maximum BM = wL²/2 occurs at fixed end where slope and deflection are also maximum.

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In the method of sections for truss analysis, the section should pass through maximum how many members?
A 2 members
B 3 members
C 4 members
D 5 members
Correct Answer:  B. 3 members
EXPLANATION

Section should pass through maximum 3 members to solve for unknowns using 3 equilibrium equations (ΣFx, ΣFy, ΣM).

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Q.110 Medium Structural Analysis
What is the degree of static indeterminacy for a fixed beam with one internal hinge?
A 1
B 2
C 3
D 4
Correct Answer:  B. 2
EXPLANATION

Fixed beam has 3 reaction components. One internal hinge provides 1 additional equation (BM = 0). DI = 3 - 1 = 2

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