Theory of Structures Quiz | Theory of Structures Multiple Choice Questions and Answers

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Questions
1 P = / L² is the equation for Euler’s crippling load if
A Both the ends are fixed
B Both the ends are hinged
C One end is fixed and other end is free
D One end is fixed and other end is hinged

Answer: Both the ends are hinged
2 The force in BC of the truss shown in the given figure, is
A 3.0 t compression
B 3.0 t tension
C t tension
D t compression

Answer: t tension
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3 If a three hinged parabolic arch, (span l, rise h) is carrying a uniformly distributed load w/unit length over the entire span,
A Horizontal thrust is wl2/8h
B S.F. will be zero throughout
C B.M. will be zero throughout
D All the above

Answer: All the above
4 Pick up the correct statement from the following:
A For channels, the shear centre does not coincide its centroid
B The point of intersection of the bending axis with the cross section of the beam, is called shear centre
C For I sections, the shear centre coincides with the centroid of the cross section of the beam
D All the above

Answer: All the above
5 A cantilever of length is subjected to a bending moment at its free end. If EI is the flexural rigidity of the section, the deflection of the free end, is
A ML/EI
B ML/2EI
C ML²/2EI
D ML²/3EI

Answer: ML²/3EI
6 Maximum shear stress theory for the failure of a material at the elastic limit, is known
A Guest’s or Trecas’ theory
B St. Venant’s theory
C Rankine’s theory
D Haig’s theory

Answer: Guest’s or Trecas’ theory
7 The ratio of the stresses produced by a suddenly applied load and by a gradually applied load on a bar, is
A 1/4
B 1/2
C 1
D 2

Answer: 2
8 A close coil helical spring when subjected to a moment M having its axis along the axis of the helix
A It is subjected to pure bending
B Its mean diameter will decrease
C Its number of coils will increase
D All the above

Answer: It is subjected to pure bending
9 Slenderness ratio of a long column, is
A Area of cross-section divided by radius of gyration
B Area of cross-section divided by least radius of gyration
C Radius of gyration divided by area of cross-section
D Length of column divided by least radius of gyration

Answer: Length of column divided by least radius of gyration
10 Maximum strain theory for the failure of a material at the elastic limit, is known as
A Guest’s or Trecas’ theory
B St. Venant’s theory
C Rankine’s theory
D Haig’s theory

Answer: St. Venant’s theory
11 A shaft subjected to a bending moment M and a torque T, experiences
A Maximum bending stress = 32M d3
B Maximum shear stress = 16 T d3
C Both A. and B.
D Neither A. nor B.

Answer: Both A. and B.
12 A composite beam is composed of two equal strips one of brass and other of steel. If the temperature is raised
A Steel experiences tensile force
B Brass experiences compressive force
C Composite beam gets subjected to a couple
D All the above

Answer: All the above
13 Pick up the correct statement from the following:
A The moment of inertia is calculated about the axis about which bending takes place
B If tensile stress is less than axial stress, the section experiences compressive stress
C If tensile stress is equal to axial stress, the section experiences compressive stress
D All the above

Answer: All the above
14 Maximum principal stress theory for the failure of a material at elastic point, is known
A Guest’s or Trecas’ theory
B St. Venant’s theory
C Rankine’s theory
D Von Mises’ theory

Answer: Rankine’s theory
15 0y/n [1 – a (1/r)²]is the empirical formula,For calculating the allowable stress of long columns known as
A Straight line formula
B Parabolic formula
C Perry’s formula
D Rankine’s formula

Answer: Parabolic formula
16 Pick up the correct statement from the following:
A The structural member subjected to compression and whose dimensions are small as
B compared to its length, is called a stmt the vertical compression members are generally known as columns or stanchions
C Deflection in lateral direction of a long column, is generally known as buckling
D All the above

Answer: All the above
17 P=4²EI/L² is the equation of Euler’s crippling load if
A Both the ends are fixed
B Both the ends are hinged
C One end is fixed and other end is free
D One end is fixed and other end is hinged

Answer: Both the ends are fixed
18 The degree of indeterminacy of the frame in the given figure, is
A Zero
B 1
C 2
D 3

Answer: 1
19 The forces in the members of simple trusses, may be analysed by
A Graphical method
B Method of joints
C Method of sections
D All the above

Answer: All the above
20 A simply supported beam A carries a point load at its mid span. Another identical beam B carries the same load but uniformly distributed over the entire span. The ratio of the maximum deflections of the beams A and B, will be
A 2/3
B 3/2
C 5/8
D 8/5

Answer: 8/5

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