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All syllabus Civil Engineering Mock test – 5

Welcome to your All Syllabus Civil Engineering Mock test - 5
Take an exciting test in All syllabus Civil Engineering

(Building Materials, Concrete Technology, Strength of Materials, Soil Mechanics and Foundation Engineering, RCC design, Surveying, Highway, Hydraulics, Water Supply, Waste water, Steel, Irrigation,  Estimation, Hydrology and Railway ) 

You have only 1 hour  to complete the test (100 Questions)
Wish you all the best!!!
1. The following assumption is not true in the theory of pure torsion :
2. In a solid arch, shear force acts
3. The type of aggregates of same nominal size, which contain less voids when compacted, are
4. For concreting tunnel linings, tran-portation of concrete is done by
5. Meandering of a river generally occurs, in
6. The algae dies out in the zone of
7. For plain chlorination of water, the quantity of chlorine used, is
8. Fluids change the volume under external presssure due to
9. The thickness of the flange of a Tee beam of a ribbed slab is assumed as
10. Brick walls are measured in sq. m if the thickness of the wall is 
11. The curve composed of two arcs of different radii having their centres on the opposite side of the curve, is known
12. The length of the lap in a compression member is kept greater than bar diameter x (Permissible stress in bar / Five times the bond stress) or
13. Generally the weir is aligned at right angles to the direction of the main river current because
14. The hardest rock is
15. Floating gradients are generally provided
16. The foliated structure is very common in
17. Discharge over an ogee weir remains the same as that of
18. The top diameter, bottom diameter and the height of a slump mould are :
19. In favourable circumstances a 15 cm concrete cube after 28 days, attains a maximum crushing strength
20. A fall in a canal bed is generally provided, if
21. To hydrate 500kg of cement full water needed, is
22. The rate of payment is made for 100 cu m (per % cu m) in case of 
23. Maximum strain theory for the failure of a material at the elastic limit, is known as
24. For exerting a pressure of 4.8 kg/cm2, the depth of oil (specific gravity 0.8), should be
25. The aggregate containing moisture in pores and having its suface dry, is known as
26. Maximum size of clay particles, is :
27. An error of 1% in measuring the head of water over the crest of a triangular notch, produces an error in the discharge which is equal to
28. The neutral axis of a beam cross-section must
29. Diameter of a rivet hole is made larger than the diameter of the rivet by
30. If d is the distance between the flange angles, the vertical stiffeners in plate girders without horizontal stiffeners, are spaced at a distance not less than
31. The plinth area of a building not includes 
32. The capillary rise of water
33. The most suitable chemical which can be applied to the water surface for reducing evaporation is
34. The bending moment is maximum on a section where shearing force
35. An ordinary Portland cement when tested for its fineness, should not leave any residue on I.S. seive No. 9, more than
36. The operation of removing humps and hollows of uniform concrete surface, is known as
37. Turpentine oil is used in paints as
38. The sewer pipe which carries sewage from a building for immediate disposal is
39. PEI/L² is the equation of Euler's crippling load if
40. If the cohesive force, (c), is 1.5 t/m2, the density (γ) of the soil is 2.0 t/m3, factor of safety (F) is 1.5 and stability factor (Sn) is 0.05, the safe height of the §lope, is
41. If the beam is supported so that there are only three unknown reactive elements at the supports. These can be determined by using the following fundamental equation of statics
42. Cant deficiency occurs when a vehicle travels around a curve at
43. The specific gravity of quartz, is
44. Heel divergence is
45. Wrought iron is used for
46. Lime concrete is generally used for
47. The velocity of drainage water in the barrels of a syphon-aqueduct, is normally limited to
48. Dimensions of the dynamic viscosity (μ) are
49. In a singly reinforced beam, if the permissible stress in concrete reaches earlier than that in steel, the beam section is called
50. If velocities of fluid particles vary from point to point in magnitude and direction, as well as from instant to instant, the flow is said to be
51. Initial setting of cement is caused due to
52. Simpson's rule for calculating areas states that the area enclosed by a curvilinear figure divided into an even number of strips of equal width, is equal to
53. According to Khosla, the exist gradient of surface flow
54. Stretcher bar is provided
55. The prescribed hardness limit of potable water ranges between
56. Si particles
57. The inventor of road making as a building science, was
58. The ratio of the average load to the installed capacity of the plant whose reserve capacity is zero will be equal to
59. Pick up the correct statement from the following:
60. To avoid vapourisation, pipe lines are laid over the ridge so that these are above the hydraulic gradient line, not more than
61. For the flow of liquid from an open ended tube (or nozzle) leading to the formation of spray of liquid drops, the number generally applied, is
62. The type of aggregates not suitable for high strength concrete and for pavements subjected to tension, is
63. Through a point in a loaded soil, the principal stress is maximum on
64. If the back fill is having a uniform surcharge of intensity q per unit area, the lateral pressure will be
65. The ratio of the effective length of a column and minimum radius of gyration of its cross-sectional area, is known
66. For estimating the run off of catchments, the mean value of the constant 'K' in the Khosla's formula Qy = Py - K (1.8 Ty + 32) is
67. When no air is left below the nappe and water stream adheres to the down stream face of the weir, it is known as
68. In a constant level tube, size of the bubble remains constant because upper wall is
69. The rise of the liquid along the walls of a revolving cylinder above the initial level, is
70. A member is balanced at its end by two inclined members carrying equal forces. For equilibrium the angle between the inclined bars must be
71. If dry density, water density and specific gravity of solids of a given soil sample are 1.6 g/cc, 1.84 g/cc and 2.56 respectively, the porosity of the soil sample, is
72. The main factor to be considered while preparing a detailed estimate, is
73. Knots in timber are
74. The commonly used drying oil for oil paints, is
75. Fibre boards can be
76. Maximum principal stress theory for the failure of a material at elastic point, is known
77. Pick up the correct statement from the following :
78. For a cantilever with a uniformly distributed load W over its entire length L, the maximum bending moment is
79. Width of the shoulders of carriage way is generally kept
80. The timber having maximum resistance against white ants, is obtained from
81. The meander pattern of a river is developed by

82. A soil sample has passing 0.075 mm sieve = 60% liquid limit = 65% and plastic limit = 40%. The group index of the soil, is
83. When a tension member consists of two channel sections, the allowance for rivet hole is made for two holes from
84. If permissible working stresses in steel and concrete are respectively 1400 kg/cm2 and 80 kg/cm2 and modular ratio is 18, in a beam reinforced in tension side and of width 30 cm and having effective depth 46 cm, the lever arms of the section, is
85. A straight glacis type fall with a baffle platform and a baffle wall is called
86. The rate of an item of work depends on
87. Prismatic compass is considered more accurate than a surveyor's compass, because
88. A triangle is used for
89. The ratio of the span L of the filler joists to the depth d from the under side of the joist to the top of the structural concrete, should not exceed
90. The vane shear test is used for the in-situ determination of the undrained strength of the intact fully saturated
91. Though the effective depth of a T-beam is the distance between the top compression edge to the centre of the tensile reinforcement, for heavy loads, it is taken as
92. The angle of internal friction of soil mass is the angle whose
93. A deficit of sediments in flowing water may cause a river
94. Workability of concrete mix with low water cement ratio is determined by
95. Design of R.C.C. cantilever beams, is based on the resultant force at
96. A column splice is used to increase
97. For keeping the stress wholly compressive the load may be applied on a circular column anywhere within a concentric circle of diameter
98. Top bars are extended to the projecting parts of the combined footing of two columns L distance apart for a distance of
99. The ratio of the angles subtended at the eye, by the virtual image and the object, is known as telescope's
100. If the length of a wall on either side of a lintel opening is at least half of its effective span L, the load W carried by the lintel is equivalent to the weight of brickwork contained in an equilateral triangle, producing a maximum bending moment

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1 Comment on "All syllabus Civil Engineering Mock test – 5"

  1. There are 3-4 wrong answers..plz resolve it..such as
    Bending moment of cantilever beam with udl
    Simpsons rule
    Euler’s formula

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