All syllabus Civil Engineering Mock test - 5 - ENGINEERING BIX

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!!!
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1. A column splice is used to increase
2. 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
3. Pick up the correct statement from the following:
4. Turpentine oil is used in paints as
5. The velocity of drainage water in the barrels of a syphon-aqueduct, is normally limited to
6. Stretcher bar is provided
7. A triangle is used for
8. Generally the weir is aligned at right angles to the direction of the main river current because
9. Pick up the correct statement from the following :
10. 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
11. For exerting a pressure of 4.8 kg/cm2, the depth of oil (specific gravity 0.8), should be
12. The commonly used drying oil for oil paints, is
13. Brick walls are measured in sq. m if the thickness of the wall is 
14. Width of the shoulders of carriage way is generally kept
15. A fall in a canal bed is generally provided, if
16. The timber having maximum resistance against white ants, is obtained from
17. Maximum strain theory for the failure of a material at the elastic limit, is known as
18. When no air is left below the nappe and water stream adheres to the down stream face of the weir, it is known as
19. For concreting tunnel linings, tran-portation of concrete is done by
20. The foliated structure is very common in
21. 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
22. The inventor of road making as a building science, was
23. Design of R.C.C. cantilever beams, is based on the resultant force at
24. The type of aggregates of same nominal size, which contain less voids when compacted, are
25. A soil sample has passing 0.075 mm sieve = 60% liquid limit = 65% and plastic limit = 40%. The group index of the soil, is
26. The aggregate containing moisture in pores and having its suface dry, is known as
27. Heel divergence is
28. If the back fill is having a uniform surcharge of intensity q per unit area, the lateral pressure will be
29. Lime concrete is generally used for
30. In a solid arch, shear force acts
31. 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
32. Initial setting of cement is caused due to
33. The type of aggregates not suitable for high strength concrete and for pavements subjected to tension, is
34. Maximum size of clay particles, is :
35. 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
36. The angle of internal friction of soil mass is the angle whose
37. The ratio of the effective length of a column and minimum radius of gyration of its cross-sectional area, is known
38. 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
39. Knots in timber are
40. The rise of the liquid along the walls of a revolving cylinder above the initial level, is
41. Discharge over an ogee weir remains the same as that of
42. When a tension member consists of two channel sections, the allowance for rivet hole is made for two holes from
43. Dimensions of the dynamic viscosity (μ) are
44. In a constant level tube, size of the bubble remains constant because upper wall is
45. In favourable circumstances a 15 cm concrete cube after 28 days, attains a maximum crushing strength
46. Diameter of a rivet hole is made larger than the diameter of the rivet by
47. 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
48. The ratio of the angles subtended at the eye, by the virtual image and the object, is known as telescope's
49. 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
50. An ordinary Portland cement when tested for its fineness, should not leave any residue on I.S. seive No. 9, more than
51. According to Khosla, the exist gradient of surface flow
52. The rate of an item of work depends on
53. Wrought iron is used for
54. 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
55. The rate of payment is made for 100 cu m (per % cu m) in case of 
56. Top bars are extended to the projecting parts of the combined footing of two columns L distance apart for a distance of
57. A member is balanced at its end by two inclined members carrying equal forces. For equilibrium the angle between the inclined bars must be
58. To hydrate 500kg of cement full water needed, is
59. The prescribed hardness limit of potable water ranges between
60. Cant deficiency occurs when a vehicle travels around a curve at
61. 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
62. For plain chlorination of water, the quantity of chlorine used, is
63. Si particles
64. 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
65. Through a point in a loaded soil, the principal stress is maximum on
66. 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
67. The thickness of the flange of a Tee beam of a ribbed slab is assumed as
68. The sewer pipe which carries sewage from a building for immediate disposal is
69. The capillary rise of water
70. In a singly reinforced beam, if the permissible stress in concrete reaches earlier than that in steel, the beam section is called
71. For keeping the stress wholly compressive the load may be applied on a circular column anywhere within a concentric circle of diameter
72. The specific gravity of quartz, is
73. The algae dies out in the zone of
74. Workability of concrete mix with low water cement ratio is determined by
75. The most suitable chemical which can be applied to the water surface for reducing evaporation is
76. Meandering of a river generally occurs, in
77. For a cantilever with a uniformly distributed load W over its entire length L, the maximum bending moment is
78. PEI/L² is the equation of Euler's crippling load if
79. The operation of removing humps and hollows of uniform concrete surface, is known as
80. Fibre boards can be
81. The hardest rock is
82. The top diameter, bottom diameter and the height of a slump mould are :
83. Floating gradients are generally provided
84. A straight glacis type fall with a baffle platform and a baffle wall is called
85. Maximum principal stress theory for the failure of a material at elastic point, is known
86. The vane shear test is used for the in-situ determination of the undrained strength of the intact fully saturated
87. 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
88. The ratio of the average load to the installed capacity of the plant whose reserve capacity is zero will be equal to
89. The meander pattern of a river is developed by

 
90. The bending moment is maximum on a section where shearing force
91. Fluids change the volume under external presssure due to
92. The plinth area of a building not includes 
93. A deficit of sediments in flowing water may cause a river
94. Prismatic compass is considered more accurate than a surveyor's compass, because
95. The main factor to be considered while preparing a detailed estimate, is
96. The neutral axis of a beam cross-section must
97. The following assumption is not true in the theory of pure torsion :
98. 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
99. To avoid vapourisation, pipe lines are laid over the ridge so that these are above the hydraulic gradient line, not more than
100. The curve composed of two arcs of different radii having their centres on the opposite side of the curve, is known







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