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This set of Structural Mechanics Multiple Choice Questions & Answers (MCQs) focuses on Structural Mechanics Set 6
Q1 | SI units of Bending moment is
- kN
- kN2
- kNm
- km
Q2 | What is the other name for a positive bending moment?
- Hogging
- Sagging
- Inflation
- Contra flexure
Q3 | For any part of the beam, between two concentrated load Shear force diagramis a
- Horizontal straight line
- Vertical straight line
- Line inclined to x-axis
- Parabola
Q4 | For any part of a beam subjected to uniformly distributed load, bending moment diagram is
- Horizontal straight line
- Vertical straight line
- Line inclined to x-axis
- Parabola
Q5 | A sudden jump anywhere on the Bending moment diagram of a beam iscaused by
- Couple acting at that point
- Couple acting at some other point
- Concentrated load at the point
- Uniformly distributed load or Uniformly varying load on the beam
Q6 | The diagram shown below, depicts bending diagram for
- cantilever beam with uniformly distributed load
- cantilever beam with uniformly distributed load only on half side of the beam
- simply supported beam with varying distributed load
- simply supported beam with uniformly distributed load
Q7 | A 10 m long cantilever beam is fixed at point B. What is the bending moment at point B, if 5 m span of AC carries uniform distributed load of 10 kN/m
- 125 kN/m
- 200 kN/m
- 375 kN/m
- 500 kN/m
Q8 | What is the maximum shear force acting on the beam shown below.
- 125 N
- 200 N
- 4000 N
- 8000 N
Q9 | At a point in a simply supported or overhanging beam where Shear force changes sign and Bending moment is
- Maximum
- Zero
- Either increasing or decreasing
- Infinity
Q10 | The beam having one end free and one end fixed is called as
- Cantilever beam
- Continuous beam
- Overhang beam
- Simply supported beam
Q11 | Uniformly varying load between two sections in shear force diagram isrepresented by
- cubic curve
- inclined line
- horizontal line
- parabolic curve
Q12 | In bending moment diagram, if no load acts between two sections, then it isrepresented by
- horizontal line
- inclined line
- vertical line
- all of the above
Q13 | What is the maximum bending moment acting on simply supported beamshown below?
- 2000 Nm
- 3000 Nm
- 4000 Nm
- 6000 Nm
Q14 | A beam is said to be of uniform strength, if
- B.M. is same throughout the beam
- Shear stress is the same through the beam
- Deflection is the same throughout the beam
- Bending stress is the same at every section along its longitudinal axis
Q15 | What is the product of sectional modulus and allowable bending stress called as?
- Moment of inertia
- Moment of rigidity
- Moment of resistance
- Radius of gyration
Q16 | A uniformly distributed load of 20 kN/m acts on a simply supported beam of rectangular cross section of width 20 mm and depth 60 mm. What is the maximum bending stress acting on the beam of 5m?
- 5030 Mpa
- 5208 Mpa
- 6600 Mpa
- Insufficient data
Q17 | Neutral axis of a beam always coincides with
- Axis passing through bottom of beam
- Axis passing through height h/2 from bottom
- Axis passing through height h/3 from bottom
- Axis passing through centroid
Q18 | Net force acting on the cross section of beam in bending is
- Tensile
- Compressive
- Zero
- None
Q19 | Net force acting on the cross section of beam in bending is
- Tensile
- Compressive
- Shear
- None
Q20 | Which is more stronger in bending equal area square or circular beam
- Square beam
- Circular beam
- Both are equally strong
- None
Q21 | Why is a composite beam is converted into a beam of one material
- Bending equation is applicable to one material beam
- Bending equation is applicable to one alloy beam
- Bending equation is applicable to one metal beam
- None
Q22 | Bending equation is applicable to a beam of
- Heterogeneous material
- Homogeneous material
- Alloy
- None
Q23 | In a composite beam bending, strain at the common interface will be
- Equal
- Unequal
- Zero
- None
Q24 | Brittle material beams need reinforcement on the
- Tension side
- Compression side
- Shear side
- None
Q25 | In bending, neutral axis always is
- Perpendicular to the centroidal axis
- Coincides with the centroidal axis
- Parallel to the centroidal axis
- None