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Latest SSC JE Civil Engineering Exam Question (Objective Questions), MCQ in English

Subjects : General Engineering (Civil & Structural)

Question Bank SSC JE Civil Engineering Exam Paper 2 - English
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General Engineering (Civil & Structural)

Question 1Single Answer
For a coplanar rigid body to be in static equilibrium, which conditions must be satisfied?
  1. A
    ΣFx = 0, ΣFy = 0 and ΣM = 0
  2. B
    Only ΣFy = 0
  3. C
    Only ΣM = 0
  4. D
    Only ΣFx = 0
Question 2Single Answer
A free-body diagram is primarily used to show:
  1. A
    All external forces and moments acting on an isolated body
  2. B
    Only dimensions of the body
  3. C
    Only support settlements
  4. D
    Only internal stresses
Question 3Single Answer
The SI unit of moment of a force is:
  1. A
    N/m²
  2. B
    N/m
  3. C
    N·m
  4. D
    kg/m³
Question 4Single Answer
The moment of a couple is:
  1. A
    Equal to the resultant force
  2. B
    Zero about every point
  3. C
    Independent of the reference point
  4. D
    Dependent on the reference point
Question 5Single Answer
The coefficient of static friction is equal to:
  1. A
    cot of the angle of friction
  2. B
    tan of the angle of friction
  3. C
    sin of the angle of friction
  4. D
    cos of the angle of friction
Question 6Single Answer
At impending motion, the friction force is:
  1. A
    Equal to the limiting friction
  2. B
    Always zero
  3. C
    Greater than μN
  4. D
    Independent of normal reaction
Question 7Single Answer
The centroid of a homogeneous triangular lamina lies at:
  1. A
    One-third of the altitude from the base
  2. B
    At the mid-point of the base
  3. C
    One-fourth of the altitude from the base
  4. D
    One-half of the altitude from the base
Question 8Single Answer
The centroid of a semicircular area of radius R lies from its diameter at:
  1. A
    R/3
  2. B
    2R/π
  3. C
    R/2
  4. D
    4R/(3π)
Question 9Single Answer
The parallel-axis theorem for area moment of inertia is:
  1. A
    I = Ad² only
  2. B
    I = IG/A
  3. C
    I = IG + Ad²
  4. D
    I = IG - Ad²
Question 10Single Answer
The radius of gyration k of an area is defined by:
  1. A
    k = √(I/A)
  2. B
    k = √(A/I)
  3. C
    k = I/A
  4. D
    k = A/I
Question 11Single Answer
The internal force normal to a cut section of a member is called:
  1. A
    Torsional moment
  2. B
    Shear force
  3. C
    Bending moment
  4. D
    Axial force
Question 12Single Answer
Lami’s theorem is applicable to a particle in equilibrium under:
  1. A
    A pure couple only
  2. B
    Three concurrent coplanar forces
  3. C
    Four non-concurrent forces
  4. D
    Two parallel forces
Question 13Single Answer
Two mutually perpendicular forces of 4 kN and 8 kN act at a point. Their resultant magnitude is:
  1. A
    8.94 kN
  2. B
    13.42 kN
  3. C
    7.16 kN
  4. D
    10.73 kN
Question 14Single Answer
A force of 10 N acts perpendicular to a lever arm of 0.5 m. The moment about the pivot is:
  1. A
    7.5 N·m
  2. B
    5 N·m
  3. C
    3.75 N·m
  4. D
    2.5 N·m
Question 15Single Answer
The limiting friction is:
  1. A
    32 N
  2. B
    48 N
  3. C
    20 N
  4. D
    40 N
Question 16Single Answer
If the coefficient of friction is 0.5, the angle of friction is approximately:
  1. A
    21.3 degrees
  2. B
    15.9 degrees
  3. C
    26.6 degrees
  4. D
    33.2 degrees
Question 17Single Answer
A simply supported beam of span 5 m carries a point load of 30 kN at 1.25 m from the left support. The right support reaction is:
  1. A
    7.5 kN
  2. B
    6 kN
  3. C
    9.38 kN
  4. D
    3.75 kN
Question 18Single Answer
The centroidal second moment of area of a rectangle 100 mm wide and 150 mm deep about its horizontal centroidal axis is:
  1. A
    56250000 mm⁴
  2. B
    14062500 mm⁴
  3. C
    112500000 mm⁴
  4. D
    28125000 mm⁴
Question 19Single Answer
For a rectangular area of width 150 mm and depth 300 mm, the radius of gyration about the horizontal centroidal axis is:
  1. A
    129.9 mm
  2. B
    86.6 mm
  3. C
    64.95 mm
  4. D
    43.3 mm
Question 20Single Answer
An area of 2000 mm² has centroidal moment of inertia 3000000 mm⁴. Its axis is shifted parallel by 60 mm. The new moment of inertia is:
  1. A
    10200000 mm⁴
  2. B
    5100000 mm⁴
  3. C
    8160000 mm⁴
  4. D
    12240000 mm⁴
Question 21Single Answer
A force of 200 N acts at 45° to the positive x-axis. Its x-component is:
  1. A
    176.78 N
  2. B
    141.42 N
  3. C
    106.07 N
  4. D
    70.71 N
Question 22Single Answer
Two particles of masses 3 kg and 4 kg are located at x = 1 m and x = 4 m. The x-coordinate of their centre of mass is:
  1. A
    3.39 m
  2. B
    1.36 m
  3. C
    2.17 m
  4. D
    2.71 m
Question 23Single Answer
Two mutually perpendicular forces of 11 kN and 18 kN act at a point. Their resultant magnitude is:
  1. A
    31.64 kN
  2. B
    16.88 kN
  3. C
    25.31 kN
  4. D
    21.1 kN
Question 24Single Answer
A force of 60 N acts perpendicular to a lever arm of 0.3 m. The moment about the pivot is:
  1. A
    18 N·m
  2. B
    27 N·m
  3. C
    13.5 N·m
  4. D
    9 N·m
Question 25Single Answer
A simply supported beam of span 5 m carries a point load of 80 kN at 1.5 m from the left support. The right support reaction is:
  1. A
    19.2 kN
  2. B
    12 kN
  3. C
    30 kN
  4. D
    24 kN
Question 26Single Answer
The centroidal second moment of area of a rectangle 120 mm wide and 150 mm deep about its horizontal centroidal axis is:
  1. A
    33750000 mm⁴
  2. B
    16875000 mm⁴
  3. C
    135000000 mm⁴
  4. D
    67500000 mm⁴
Question 27Single Answer
For a rectangular area of width 250 mm and depth 180 mm, the radius of gyration about the horizontal centroidal axis is:
  1. A
    51.96 mm
  2. B
    25.98 mm
  3. C
    77.94 mm
  4. D
    38.97 mm
Question 28Single Answer
An area of 2000 mm² has centroidal moment of inertia 2000000 mm⁴. Its axis is shifted parallel by 60 mm. The new moment of inertia is:
  1. A
    9200000 mm⁴
  2. B
    11040000 mm⁴
  3. C
    7360000 mm⁴
  4. D
    4600000 mm⁴
Question 29Single Answer
A force of 50 N acts at 30° to the positive x-axis. Its x-component is:
  1. A
    32.48 N
  2. B
    54.13 N
  3. C
    21.65 N
  4. D
    43.3 N
Question 30Single Answer
Two particles of masses 5 kg and 4 kg are located at x = 3 m and x = 4 m. The x-coordinate of their centre of mass is:
  1. A
    1.72 m
  2. B
    3.44 m
  3. C
    4.31 m
  4. D
    2.76 m
Question 31Single Answer
Two mutually perpendicular forces of 7 kN and 4 kN act at a point. Their resultant magnitude is:
  1. A
    9.67 kN
  2. B
    12.09 kN
  3. C
    8.06 kN
  4. D
    6.45 kN
Question 32Single Answer
A force of 10 N acts perpendicular to a lever arm of 0.3 m. The moment about the pivot is:
  1. A
    2.25 N·m
  2. B
    1.5 N·m
  3. C
    3 N·m
  4. D
    4.5 N·m
Question 33Single Answer
The limiting friction is:
  1. A
    28 N
  2. B
    17.5 N
  3. C
    42 N
  4. D
    35 N
Question 34Single Answer
If the coefficient of friction is 0.25, the angle of friction is approximately:
  1. A
    17.5 degrees
  2. B
    8.4 degrees
  3. C
    11.2 degrees
  4. D
    14 degrees
Question 35Single Answer
A simply supported beam of span 4 m carries a point load of 70 kN at 2 m from the left support. The right support reaction is:
  1. A
    17.5 kN
  2. B
    43.75 kN
  3. C
    35 kN
  4. D
    28 kN
Question 36Single Answer
The centroidal second moment of area of a rectangle 180 mm wide and 300 mm deep about its horizontal centroidal axis is:
  1. A
    1620000000 mm⁴
  2. B
    405000000 mm⁴
  3. C
    202500000 mm⁴
  4. D
    810000000 mm⁴
Question 37Single Answer
For a rectangular area of width 100 mm and depth 300 mm, the radius of gyration about the horizontal centroidal axis is:
  1. A
    64.95 mm
  2. B
    86.6 mm
  3. C
    43.3 mm
  4. D
    129.9 mm
Question 38Single Answer
An area of 1500 mm² has centroidal moment of inertia 5000000 mm⁴. Its axis is shifted parallel by 60 mm. The new moment of inertia is:
  1. A
    5200000 mm⁴
  2. B
    12480000 mm⁴
  3. C
    8320000 mm⁴
  4. D
    10400000 mm⁴
Question 39Single Answer
Two particles of masses 4 kg and 3 kg are located at x = 0 m and x = 4 m. The x-coordinate of their centre of mass is:
  1. A
    1.71 m
  2. B
    0.86 m
  3. C
    1.37 m
  4. D
    2.14 m
Question 40Single Answer
Two mutually perpendicular forces of 17 kN and 9 kN act at a point. Their resultant magnitude is:
  1. A
    28.85 kN
  2. B
    15.39 kN
  3. C
    19.24 kN
  4. D
    23.08 kN
Question 41Single Answer
A force of 80 N acts perpendicular to a lever arm of 0.2 m. The moment about the pivot is:
  1. A
    12 N·m
  2. B
    24 N·m
  3. C
    8 N·m
  4. D
    16 N·m
Question 42Single Answer
The limiting friction is:
  1. A
    25.2 N
  2. B
    16.8 N
  3. C
    10.5 N
  4. D
    21 N
Question 43Single Answer
If the coefficient of friction is 0.75, the angle of friction is approximately:
  1. A
    22.1 degrees
  2. B
    36.9 degrees
  3. C
    29.5 degrees
  4. D
    46.1 degrees
Question 44Single Answer
A simply supported beam of span 6 m carries a point load of 10 kN at 2.4 m from the left support. The right support reaction is:
  1. A
    5 kN
  2. B
    4 kN
  3. C
    3.2 kN
  4. D
    2 kN
Question 45Single Answer
The centroidal second moment of area of a rectangle 180 mm wide and 350 mm deep about its horizontal centroidal axis is:
  1. A
    1286250000 mm⁴
  2. B
    643125000 mm⁴
  3. C
    321562500 mm⁴
  4. D
    2572500000 mm⁴
Question 46Single Answer
For a rectangular area of width 150 mm and depth 120 mm, the radius of gyration about the horizontal centroidal axis is:
  1. A
    25.98 mm
  2. B
    51.96 mm
  3. C
    17.32 mm
  4. D
    34.64 mm
Question 47Single Answer
An area of 2000 mm² has centroidal moment of inertia 2000000 mm⁴. Its axis is shifted parallel by 50 mm. The new moment of inertia is:
  1. A
    7000000 mm⁴
  2. B
    8400000 mm⁴
  3. C
    5600000 mm⁴
  4. D
    3500000 mm⁴
Question 48Single Answer
A force of 100 N acts at 30° to the positive x-axis. Its x-component is:
  1. A
    43.3 N
  2. B
    86.6 N
  3. C
    64.95 N
  4. D
    108.25 N
Question 49Single Answer
Two particles of masses 3 kg and 4 kg are located at x = 1 m and x = 7 m. The x-coordinate of their centre of mass is:
  1. A
    4.43 m
  2. B
    5.54 m
  3. C
    3.54 m
  4. D
    2.21 m
Question 50Single Answer
Two mutually perpendicular forces of 7 kN and 11 kN act at a point. Their resultant magnitude is:
  1. A
    19.56 kN
  2. B
    15.65 kN
  3. C
    10.43 kN
  4. D
    13.04 kN
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