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STRENGTH OF
MATERIALS
BY- YOGENDRA KUMAR
LECTURER MECHANICAL
ENGG.
9927309540
GLA UNIVERSITY MATHURA
TOPIC- PURE BENDING & BENDING
EQUATION
PURE BENDING & BENDING EQUATION
1. In simple bending, ______ is constant.
a) Shear force
b) Loading
c) Deformation
d) Bending moment
Answer: d
2. If a beam is subjected to pure
bending, then the deformation of the
beam is_____
a) Arc of circle
b) Triangular
c) Trapezoidal
d) Rectangular
Answer: a
3. When a beam is subjected to simple bending,
____________ is the same in both tension and
compression for the material.
a) Modulus of rigidity
b) Modulus of elasticity
c) Poisson’s ratio
d) Modulus of section
Answer: b
4. E/R = M/I = f/y is a bending equation.
a) True
b) False
Answer: a
PURE BENDING & BENDING EQUATION
5. Maximum Shearing stress in a beam
is at _____
a) Neutral axis
b) Extreme fibres
c) Mid span
d) Action of loading
Answer: a
6. At the neutral axis, bending stress is
_____
a) Minimum
b) Maximum
c) Zero
d) Constant
Answer: c
7. Curvature of the beam(1/R) is __________ to
bending moment.
a) Equal
b) Directly proportion
c) Inversely proportion
d) Coincides
Answer: b
8. What are the units of flexural rigidity?
a) Nm2
b) Nm
c) N/m
d) m/N3
Answer: a
PURE BENDING & BENDING EQUATION
9. What are the units for section
modulus?
a) m2
b) m4
c) m3
d) m
Answer: c
10. What are the units of axial stiffness?
a) m3
b) m2
c) N/ m
d) -m
Answer: c
11. Calculate the modulus of section of rectangle
beam of size 240 mm × 400 mm.
a) 5.4 × 106 mm3
b) 6.2 × 106 mm3
c) 5.5 × 106 mm3
d) 6.4 × 106 mm3
Answer: d
12. What is the product of force and radius?
a) Twisting shear
b) Turning shear
c) Turning moment
d) Tilting moment
Answer: c
PURE BENDING & BENDING EQUATION
13. Determine section modulus for beam
of 100mm diameter.
a) 785 × 103 mm3
b) 456 × 103 mm3
c) 87 × 103 mm3
d) 98 × 103 mm3
Answer: d
14.In simply supported beams, the _____
stress distribution is not uniform.
a) Bending
b) Shearing
c) Tensile
d) Compressive
Answer: a
15. The maximum _________ stresses occur at top
most fibre of a simply supported beam.
a) Tensile
b) Compressive
c) Shear
d) Bending
Answer: b
16. The stress is directly proportional to _______
a) E
b) u
c) y
d) R
Answer: c
PURE BENDING & BENDING EQUATION
17. At the extreme fibre, bending stress
is______
a) Minimum
b) Zero
c) Constant
d) Maximum
Answer: d
18. The curvature of a beam(1/R) is equal
to _____
a) EI/M
b) M/E
c) M/EI
d) E/MI
Answer: c
19. Skin stress is also called as ______
a) Shear stress
b) Bending stress
c) Lateral stress
d) Temperature stress
Answer: b
20. _________ is the total Strain energy stored in a
body.
a) modulus of resilience
b) impact energy
c) resilience
d) proof resilience
Answer: c
PURE BENDING & BENDING EQUATION
21. In cantilever beams, there is _______
stress above neutral axis.
a) Compressive
b) Tensile
c) Temperature
d) Shear
Answer: b
22. The product of modulus of elasticity
(E) and polar moment of inertia (J) is
called torsional rigidity.
a) True
b) False
Answer: b
23.Calculate the maximum stress due to Bending in a
steel strip of 30 mm thick and 60 mm wide is bent
around a circular drum of 3.6 m diameter [Take
Young’s modulus = 200kN/m2].
a) 2341.76 N/mm2
b) 1666.67 N/mm2
c) 5411.76 N/mm2
d) 4666.67 N/mm2
Answer: b
24. The strength of beams depend merely
on________
a) Modulus section
b) Moment of inertia
c) Flexural rigidity
d) Moment of resistance
Answer: a
PURE BENDING & BENDING EQUATION
25. The steel plate is bent into a circular path
of radius 10 metres. If the plate section be
120 mm wide and 20 mm thick, then
calculate the maximum bending stress.
[Consider Young’s modulus = 200000
N/mm2].
a) 350 N/mm2 b) 400 N/mm2
c) 200 N/mm2 d) 500 N/mm2
Answer: c
26. What is the section modulus (Z) for a
rectangular section?
a) bd2/6
b) a3/6
c) BD3-bd3
d) D4-d4
Answer: a
27. Find the modulus of section of square beam of
size 300×300 mm.
a) 4.8 × 10^6 mm3
b) 4.5 × 10^6 mm3
c) 5.6 × 10^6 mm3
d) 4.2 × 10^6 mm3
Answer: b
28. _________ of a beam is a measure of its
resistance against deflection.
a) Strength
b) Stiffness
c) Deflection
d) Slope
Answer: b
PURE BENDING & BENDING EQUATION
29. To what radius an Aluminium strip 300
mm wide and 40mm thick can be bent, if the
maximum stress in a strip is not to exceed
40 N/mm2. Take young’s modulus for
Aluminium is 7×10^5 N/mm2.
a) 45m b) 52m
c) 35m d) 65m
Answer: c
30. The bending stress in a beam is ______
to bending moment.
a) Less than
b) Directly proportionate
c) More than
d) Equal
Answer: b
31. The Poisson’s ratio for concrete is __________
a) 0.4
b) 0.35
c) 0.12
d) 0.2
Answer: d
32. The term “Tenacity” means __________
a) Working stress
b) Ultimate stress
c) Bulk modulus
d) Shear modulus
Answer: b
PURE BENDING & BENDING EQUATION
33. A steel rod of 25 mm diameter and 600
mm long is subjected to an axial pull of
40000. The intensity of stress is?
a) 34.64 N/mm2
b) 46.22 N/mm2
c) 76.54 N/mm2
d) 81.49 N/mm2
Answer: d
34. The bending strain is zero at _______
a) Point of contraflexure
b) Neutral axis
c) Curvature
d) Line of action of loading
Answer: b
35.Strength of the beam depends only on the cross
section.
a) True
b) False
Answer: b
EXPLANATION:-The strength of two beams of the same
material can be compared by the section modulus values. The
strength of beam depends on the material, size and shape of
cross section. The beam is stronger when section modulus is
more, strength of the beam depends on Z.
36. The moment which resists the external bending is
called ______
a) Moment of shear
b) Tolerating moment
c) Moment of resistance
d) Maximum bending moment
Answer: c
PURE BENDING & BENDING EQUATION
37. ______ strength is caused by a moment
of resistance offered by a section.
a) Shear b) Flexural
c) Axial d) Longitudinal
Answer: b
EXPLANATION:- The moment of couple with resists
action of bending moment is a moment of resistance and
the flexural strength possessed by section is the moment
of resistance offered by it.
38. . A Steel rod 200 mm diameter is to be
bent into a circular arc section. Find radius
of curvature. Take f = 120N/mm2 & E =
2×105 N/mm2.
a) 134m b) 166m
c) 162m d) 174m
Answer: b
39. The hoop stress is also known as ______
a) Parametrical stress
b) Surface stress
c) Circumferential stress
d) Lateral stress
Answer: c
40. The ____ of strongest beam that can be cut out of a
circular section of diameter D.
a) Load
b) Size
c) material
d) cross section
Answer: b
PURE BENDING & BENDING EQUATION
1. The moment resisting capacity of the cross section of a beam is termed as ______ of the beam.
a) Stiffness b) Strength c) Modulus d) Inertia
2. Find the moment of resistance of rectangular beam off grid to 40 mm depth 400 mm if the bending
stress is 15 N/mm2.
a) 78 kNm b) 84 kNm c) 96 kNm d) 132 kNm
3. A hollow shaft has outside diameter 120 mm and thickness 20 mm. Find the polar moment of
inertia (J).
a) 16.36 × 106 mm4 b) 14.65 × 106 mm4 c) 10.32 × 106 mm4 d) 23.18 × 106 mm4
4. Which of the machine component is designed under bending stress?
a) Shaft b)Arm of a lever c)Key d)Belts and ropes
5. Section modulus of a beam is always given by formula
a)Πd^3/32 b)bd^2/6 c)I/y(max) d)I/y
6. Moment of Inertia of a rectangular section about any axis=
a)bd^3/12 b)db^3/12 c)bd^3/12 + Ax^2 d)πd^4/64
7. In a cantilever beam, fibers above the neutral axis are in
(a) Tension (b) Shear (c) Compression (d) None
ASSIGNMENT OF THIS TOPIC
STRENGTH OF MATERIALS & BENDING EQUATIONS

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STRENGTH OF MATERIALS & BENDING EQUATIONS

  • 1. STRENGTH OF MATERIALS BY- YOGENDRA KUMAR LECTURER MECHANICAL ENGG. 9927309540 GLA UNIVERSITY MATHURA TOPIC- PURE BENDING & BENDING EQUATION
  • 2. PURE BENDING & BENDING EQUATION 1. In simple bending, ______ is constant. a) Shear force b) Loading c) Deformation d) Bending moment Answer: d 2. If a beam is subjected to pure bending, then the deformation of the beam is_____ a) Arc of circle b) Triangular c) Trapezoidal d) Rectangular Answer: a 3. When a beam is subjected to simple bending, ____________ is the same in both tension and compression for the material. a) Modulus of rigidity b) Modulus of elasticity c) Poisson’s ratio d) Modulus of section Answer: b 4. E/R = M/I = f/y is a bending equation. a) True b) False Answer: a
  • 3. PURE BENDING & BENDING EQUATION 5. Maximum Shearing stress in a beam is at _____ a) Neutral axis b) Extreme fibres c) Mid span d) Action of loading Answer: a 6. At the neutral axis, bending stress is _____ a) Minimum b) Maximum c) Zero d) Constant Answer: c 7. Curvature of the beam(1/R) is __________ to bending moment. a) Equal b) Directly proportion c) Inversely proportion d) Coincides Answer: b 8. What are the units of flexural rigidity? a) Nm2 b) Nm c) N/m d) m/N3 Answer: a
  • 4. PURE BENDING & BENDING EQUATION 9. What are the units for section modulus? a) m2 b) m4 c) m3 d) m Answer: c 10. What are the units of axial stiffness? a) m3 b) m2 c) N/ m d) -m Answer: c 11. Calculate the modulus of section of rectangle beam of size 240 mm × 400 mm. a) 5.4 × 106 mm3 b) 6.2 × 106 mm3 c) 5.5 × 106 mm3 d) 6.4 × 106 mm3 Answer: d 12. What is the product of force and radius? a) Twisting shear b) Turning shear c) Turning moment d) Tilting moment Answer: c
  • 5. PURE BENDING & BENDING EQUATION 13. Determine section modulus for beam of 100mm diameter. a) 785 × 103 mm3 b) 456 × 103 mm3 c) 87 × 103 mm3 d) 98 × 103 mm3 Answer: d 14.In simply supported beams, the _____ stress distribution is not uniform. a) Bending b) Shearing c) Tensile d) Compressive Answer: a 15. The maximum _________ stresses occur at top most fibre of a simply supported beam. a) Tensile b) Compressive c) Shear d) Bending Answer: b 16. The stress is directly proportional to _______ a) E b) u c) y d) R Answer: c
  • 6. PURE BENDING & BENDING EQUATION 17. At the extreme fibre, bending stress is______ a) Minimum b) Zero c) Constant d) Maximum Answer: d 18. The curvature of a beam(1/R) is equal to _____ a) EI/M b) M/E c) M/EI d) E/MI Answer: c 19. Skin stress is also called as ______ a) Shear stress b) Bending stress c) Lateral stress d) Temperature stress Answer: b 20. _________ is the total Strain energy stored in a body. a) modulus of resilience b) impact energy c) resilience d) proof resilience Answer: c
  • 7. PURE BENDING & BENDING EQUATION 21. In cantilever beams, there is _______ stress above neutral axis. a) Compressive b) Tensile c) Temperature d) Shear Answer: b 22. The product of modulus of elasticity (E) and polar moment of inertia (J) is called torsional rigidity. a) True b) False Answer: b 23.Calculate the maximum stress due to Bending in a steel strip of 30 mm thick and 60 mm wide is bent around a circular drum of 3.6 m diameter [Take Young’s modulus = 200kN/m2]. a) 2341.76 N/mm2 b) 1666.67 N/mm2 c) 5411.76 N/mm2 d) 4666.67 N/mm2 Answer: b 24. The strength of beams depend merely on________ a) Modulus section b) Moment of inertia c) Flexural rigidity d) Moment of resistance Answer: a
  • 8. PURE BENDING & BENDING EQUATION 25. The steel plate is bent into a circular path of radius 10 metres. If the plate section be 120 mm wide and 20 mm thick, then calculate the maximum bending stress. [Consider Young’s modulus = 200000 N/mm2]. a) 350 N/mm2 b) 400 N/mm2 c) 200 N/mm2 d) 500 N/mm2 Answer: c 26. What is the section modulus (Z) for a rectangular section? a) bd2/6 b) a3/6 c) BD3-bd3 d) D4-d4 Answer: a 27. Find the modulus of section of square beam of size 300×300 mm. a) 4.8 × 10^6 mm3 b) 4.5 × 10^6 mm3 c) 5.6 × 10^6 mm3 d) 4.2 × 10^6 mm3 Answer: b 28. _________ of a beam is a measure of its resistance against deflection. a) Strength b) Stiffness c) Deflection d) Slope Answer: b
  • 9. PURE BENDING & BENDING EQUATION 29. To what radius an Aluminium strip 300 mm wide and 40mm thick can be bent, if the maximum stress in a strip is not to exceed 40 N/mm2. Take young’s modulus for Aluminium is 7×10^5 N/mm2. a) 45m b) 52m c) 35m d) 65m Answer: c 30. The bending stress in a beam is ______ to bending moment. a) Less than b) Directly proportionate c) More than d) Equal Answer: b 31. The Poisson’s ratio for concrete is __________ a) 0.4 b) 0.35 c) 0.12 d) 0.2 Answer: d 32. The term “Tenacity” means __________ a) Working stress b) Ultimate stress c) Bulk modulus d) Shear modulus Answer: b
  • 10. PURE BENDING & BENDING EQUATION 33. A steel rod of 25 mm diameter and 600 mm long is subjected to an axial pull of 40000. The intensity of stress is? a) 34.64 N/mm2 b) 46.22 N/mm2 c) 76.54 N/mm2 d) 81.49 N/mm2 Answer: d 34. The bending strain is zero at _______ a) Point of contraflexure b) Neutral axis c) Curvature d) Line of action of loading Answer: b 35.Strength of the beam depends only on the cross section. a) True b) False Answer: b EXPLANATION:-The strength of two beams of the same material can be compared by the section modulus values. The strength of beam depends on the material, size and shape of cross section. The beam is stronger when section modulus is more, strength of the beam depends on Z. 36. The moment which resists the external bending is called ______ a) Moment of shear b) Tolerating moment c) Moment of resistance d) Maximum bending moment Answer: c
  • 11. PURE BENDING & BENDING EQUATION 37. ______ strength is caused by a moment of resistance offered by a section. a) Shear b) Flexural c) Axial d) Longitudinal Answer: b EXPLANATION:- The moment of couple with resists action of bending moment is a moment of resistance and the flexural strength possessed by section is the moment of resistance offered by it. 38. . A Steel rod 200 mm diameter is to be bent into a circular arc section. Find radius of curvature. Take f = 120N/mm2 & E = 2×105 N/mm2. a) 134m b) 166m c) 162m d) 174m Answer: b 39. The hoop stress is also known as ______ a) Parametrical stress b) Surface stress c) Circumferential stress d) Lateral stress Answer: c 40. The ____ of strongest beam that can be cut out of a circular section of diameter D. a) Load b) Size c) material d) cross section Answer: b
  • 12. PURE BENDING & BENDING EQUATION 1. The moment resisting capacity of the cross section of a beam is termed as ______ of the beam. a) Stiffness b) Strength c) Modulus d) Inertia 2. Find the moment of resistance of rectangular beam off grid to 40 mm depth 400 mm if the bending stress is 15 N/mm2. a) 78 kNm b) 84 kNm c) 96 kNm d) 132 kNm 3. A hollow shaft has outside diameter 120 mm and thickness 20 mm. Find the polar moment of inertia (J). a) 16.36 × 106 mm4 b) 14.65 × 106 mm4 c) 10.32 × 106 mm4 d) 23.18 × 106 mm4 4. Which of the machine component is designed under bending stress? a) Shaft b)Arm of a lever c)Key d)Belts and ropes 5. Section modulus of a beam is always given by formula a)Πd^3/32 b)bd^2/6 c)I/y(max) d)I/y 6. Moment of Inertia of a rectangular section about any axis= a)bd^3/12 b)db^3/12 c)bd^3/12 + Ax^2 d)πd^4/64 7. In a cantilever beam, fibers above the neutral axis are in (a) Tension (b) Shear (c) Compression (d) None ASSIGNMENT OF THIS TOPIC