Q1: A horizontal beam of length 1200 mm is pinned at the left end and is resting on a roller at the other end as shown in the figure. A linearly varying distributed load is applied on the beam. The magnitude of maximum bending moment acting on the beam is _____ N.m. (round off to 1 decimal place). (2024)
(a) 9.2
(b) 6.2
(c) 12.5
(d) 16.5
Ans:(a)
Sol:
BM at a distance ' x ' from end (A)=Mx
Q2: A beam of length L is loaded in the xy−plane by a uniformly distributed load, and by a concentrated tip load parallel to the z−axis, as shown in the figure. The resulting bending moment distributions about the z−axis, as shown in the figure. The resulting bending moment distributions about the 𝑦- z axes are denoted by My and M z , respectively. (2023)
Which one of the options given depicts qualitatively CORRECT variations of My and M z along the length of the beam?
(a) A
(b) B
(c) C
(d) D
Ans:(b)
Sol:
Udl will produced bending moment diagram about 𝑧 axis (M2)
Point load will produce bending moment diagram about -𝑦axis (M𝑦).
Q3: A beam of negligible mass is hinged at support P and has a roller support Q as shown in the figure. (2020 SET2)
A point load of 1200 N is applied at point R. The magnitude of the reaction force at support Q is __________ N.
(a) 3000
(b) 1500
(c) 300
(d) 750
Ans: (b)
Sol:
Q4: The magnitude of reaction force at joint C of the hinge-beam shown in the figure is _______ kN (round off to 2 decimal places).(2020Set1)
(a) 40
(b) 10
(c) 50
(d) 20
Ans:(d)
Sol:
4Rc= 10x4x2
Rc = 20kN
Q5: The barrier shown between two water tanks of unit width (1 m) into the plane of the screen is modeled as a cantilever.
aking the density of water as 1000 kg/m3 and the acceleration due to gravity as 10/ms2, the maximum absolute bending moment developed in the cantilever is ______ kNm (round off to the nearest integer). (2020 Set1)
(a) 85
(b) 105
(c) 128
(d) 146
Ans: (b)
Sol:
Q6: A simply supported beam of width 100 mm, height 200 mm and length 4 m is carrying a uniformly distributed load of intensity 10 kN/m. The maximum bending stress (in MPa) in the beam is __________ (correct to one decimal place). (2018 Set1)
(a) 25
(b) 30
(c) 35
(d) 50
Ans: (b)
Sol: Maximum B.M.. M (L=4)
Maximum Bending Stress
Q7: For a loaded cantilever beam of uniform cross-section, the bending moment (in N.mm) along the length is 𝑀 ( 𝑥) = 52 𝑥5+10x, where x is the distance (in mm) measured from the free end of the beam. The magnitude of shear force (in N) in the cross-section at x=10 mm is (2017Set2)
(a) 100
(b) 105
(c) 110
(d) 115
Ans:(c)
Sol:
We know that at section X-X
Q8: For the overhanging beam shown in figure, the magnitude of maximum bending moment (in kN-m) is ________ (2015 Set3)
(a) 54
(b) 36
(c) 40
(d) 14
Ans: (c)
Sol:
Taking x from A
Q9: The value of moment of inertia of the section shown in the figure about the axis-XX is (2015 Set3)
(a) 8.5050 x106mm4
(b) 6.8850x106mm4
(c) 7.7625x106mm4
(d) 8.5725x 106mm4
Ans:(b)
Sol:
Q10: A cantilever beam OP is connected to another beam PQ with a pin joint as shown in the figure. A load of 10 kN is applied at the mid-point of PQ. The magnitude of bending moment (in kN-m) at fixed end O is (2015Set2)
(a) 2.5
(b) 5
(d) 10
(c)25
Ans: (c)
Sol:
At hinge moment releases
Taking summation of all forces
Taking moment of all forces about Q
Summation of all vertical forces is zero.
Summation of Moments of all forces at equilibrium is zero.
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37 videos|39 docs|45 tests
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1. What are Shear Force and Bending Moment Diagrams in Mechanical Engineering? |
2. How are Shear Force and Bending Moment Diagrams useful in Mechanical Engineering? |
3. What do the shapes of Shear Force and Bending Moment Diagrams indicate? |
4. How can one determine the maximum shear force and bending moment from the diagrams? |
5. What are some common applications of Shear Force and Bending Moment Diagrams in Mechanical Engineering? |
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