1. | The temperature reinforcement in the vertical slab of a T-shaped R.C. retaining wall is |
A. | not needed |
B. | provided equally on inner and front faces |
C. | provided more on inner face than on front face |
D. | provided more on front face than on inner face |
Answer» D. provided more on front face than on inner face |
2. | Bulking of sand is maximum if moisture content is about |
A. | 2 % |
B. | 4 % |
C. | 6 % |
D. | 10 % |
Answer» B. 4 % |
3. | Diagonal tension in a beam |
A. | is maximum at neutral axis |
B. | decreases below the neutral axis and increases above the neutral axis |
C. | increases below the neutral axis and decreases above the neutral axis |
D. | remains same |
Answer» C. increases below the neutral axis and decreases above the neutral axis |
4. | According to IS: 4561978, the column or the strut is the member whose effective length is greater than |
A. | the least lateral dimension |
B. | 2 times the least lateral dimension |
C. | 3 times the least lateral dimension |
D. | 4 times the least lateral dimension |
Answer» C. 3 times the least lateral dimension |
5. | When shear stress exceeds the permissible limit in a slab, then it is reduced by |
A. | increasing the depth |
B. | providing shear reinforcement |
C. | using high strength steel |
D. | using thinner bars but more in number |
Answer» A. increasing the depth |
6. | The diameter of ties in a column should be |
A. | more than or equal to one fourth of diameter of main bar |
B. | more than or equal to 5 mm |
C. | more than 5 mm but less than one-fourth of diameter of main bar |
D. | more than 5 mm and also more than one-fourth of diameter of main bar |
Answer» D. more than 5 mm and also more than one-fourth of diameter of main bar |
7. | In counterfort retaining walls, the main reinforcement in the stem at support is |
A. | not provided |
B. | provided only on inner face |
C. | provided only on front face |
D. | provided both on inner and front faces |
Answer» B. provided only on inner face |
8. | Due to shrinkage stresses, a simply supported beam having reinforcement only at bottom tends to |
A. | deflect downward |
B. | deflect upward |
C. | deflect downward or upward |
D. | none of the above |
Answer» A. deflect downward |
9. | The purpose of reinforcement in pre-stressed concrete is |
A. | to provide adequate bond stress |
B. | to resist tensile stresses |
C. | to impart initial compressive stress in concrete |
D. | all of the above |
Answer» C. to impart initial compressive stress in concrete |
10. | Select the correct statement |
A. | elastic modulus of high tensile steel is nearly the same as that of mild steel |
B. | elastic modulus of high tensile steel is more than that of mild steel |
C. | carbon percentage in high carbon steel is less than that in mild steel |
D. | high tensile steel is cheaper than mild steel |
Answer» A. elastic modulus of high tensile steel is nearly the same as that of mild steel |
11. | Due to circumferential action of the spiral in a spirally reinforced column |
A. | capacity of column is decreased |
B. | ductility of column reduces |
C. | capacity of column is decreased but ductility of column increases |
D. | both the capacity of column and ductility of column increase |
Answer» D. both the capacity of column and ductility of column increase |
12. | For concreting of heavily reinforced sections without vibration, the workability of concrete expressed as compacting factor should be |
A. | 0.75 – 0.80 |
B. | 0.80 – 0.85 |
C. | 0.85 – 0.92 |
D. | above 0.92 |
Answer» D. above 0.92 |
13. | Workability of concrete is directly proportional to |
A. | aggregate cement ratio |
B. | time of transit |
C. | grading of the aggregate |
D. | all of above |
Answer» C. grading of the aggregate |
14. | Critical section for shear in case of flat slabs is at a distance of |
A. | effective depth of slab from periphery of column/drop panel |
B. | d/2 from periphery of column/capital/ drop panel |
C. | at the drop panel of slab |
D. | at the periphery of column |
Answer» B. d/2 from periphery of column/capital/ drop panel |
15. | For road pavements, the cement generally used, is |
A. | ordinary portland cement |
B. | rapid hardening cement |
C. | low heat cement |
D. | blast furnace slag cement |
Answer» B. rapid hardening cement |
16. | Pick up the incorrect statement from the following: |
A. | space between the exterior walls of a warehouse and bag piles should be 30 cm |
B. | cement bags should preferably be piled on wooden planks |
C. | width and height of the pile should not exceed 3 m and 2.70 m respectively |
D. | none of these |
Answer» D. none of these |
17. | For a slab supported on its four edges with corners held down and loaded uniformly, the Marcus correction factor to the moments obtained by Grashoff Rankine’s theory |
A. | is always less than 1 |
B. | is always greater than 1 |
C. | can be more than 1 |
D. | can be less than 1 |
Answer» A. is always less than 1 |
18. | Addition of pozzolana to ordinary port land cement, causes |
A. | decrease in early strength |
B. | reduction in chemical action with sulphates |
C. | increase in shrinkage |
D. | all the above |
Answer» D. all the above |
19. | Pick up the correct statement from the following: |
A. | the maximum size of a coarse aggregate, is 75 mm and minimum 4.75 mm |
B. | the maximum size of the fine aggregate, is 4.75 mm and minimum 0.075 mm |
C. | the material having particles of size varying from 0.06 mm to 0.002 mm, is known as silt |
D. | all the above |
Answer» D. all the above |
20. | For construction of structures in sea water, the cement generally preferred to, is |
A. | portland-pozzolana cement |
B. | quick setting cement |
C. | low heat portland cement |
D. | rapid hardening cement |
Answer» A. portland-pozzolana cement |
21. | Curing of pavements, floors, roofs and slabs, is done by |
A. | membrane method |
B. | ponding method |
C. | covering surface with bags |
D. | sprinkling water method |
Answer» B. ponding method |
22. | Pick up the correct statement from the following: |
A. | construction joints are necessarily planned for their locations |
B. | expansion joints are provided to accommodate thermal expansion |
C. | construction joints are provided to control shrinkage cracks |
D. | all the above |
Answer» D. all the above |
23. | The bulk density of aggregates, depends upon |
A. | shape |
B. | grading |
C. | compaction |
D. | all the above |
Answer» D. all the above |
24. | In symmetrically reinforced sections, shrinkage stresses in concrete and steel are respectively |
A. | compressive and tensile |
B. | tensile and compressive |
C. | both compressive |
D. | both tensile |
Answer» B. tensile and compressive |
25. | The main object of compaction of concrete, is: |
A. | to eliminate air holes |
B. | to achieve maximum density |
C. | to provide intimate contact between the concrete and embedded materials |
D. | all the above |
Answer» D. all the above |
26. | Which of the following has high tensile strength? |
A. | plain hot rolled wires |
B. | cold drawn wires |
C. | heat treated rolled wires |
D. | all have same tensile strength |
Answer» B. cold drawn wires |
27. | Concrete gains strength due to |
A. | chemical reaction of cement with sand and coarse aggregates |
B. | evaporation of water from concrete |
C. | hydration of cement |
D. | all the above |
Answer» C. hydration of cement |
28. | To determine the modulus of rupture, the size of test specimen used is |
A. | 150 × 150 × 500 mm |
B. | 100 × 100 × 700 mm |
C. | 150 × 150 × 700 mm |
D. | 100 × 100 × 500 mm |
Answer» C. 150 × 150 × 700 mm |
29. | Tricalcium aluminate (C3A) |
A. | reacts fast with water |
B. | generates less heat of hydration |
C. | causes initial setting and early strength of cement |
D. | does not contribute to develop ultimate strength |
Answer» B. generates less heat of hydration |
30. | If the various concrete ingredients i.e. cement, sand and aggregates are in the ratio of 1:3:6, the grade of concrete, is |
A. | m 100 |
B. | m 150 |
C. | m 200 |
D. | m 250 |
Answer» A. m 100 |
31. | Admixtures which cause early setting and hardening of concrete are called |
A. | workability admixtures |
B. | accelerators |
C. | retarders |
D. | air entraining agents |
Answer» B. accelerators |
32. | Pick up the correct statement from the following: |
A. | sand stones may be divided into calcareous, siliceous and ferruginous sand stones |
B. | concrete using sand stones, cracks due to excessive shrinkage |
C. | broken bricks produce a concrete having good fire resisting qualities |
D. | all the above |
Answer» D. all the above |
33. | Pick up the incorrect statement from the following: |
A. | admixtures accelerate hydration |
B. | admixtures make concrete water proof |
C. | admixtures make concrete acid proof |
D. | admixtures give high strength |
Answer» A. admixtures accelerate hydration |
34. | For a reinforced concrete section, the shape of shear stress diagram is |
A. | wholly parabolic |
B. | wholly rectangular |
C. | parabolic above neutral axis and rectangular below neutral axis |
D. | rectangular above neutral axis and parabolic below neutral axis |
Answer» C. parabolic above neutral axis and rectangular below neutral axis |
35. | Allowable shear strength of concrete, depends upon |
A. | shear strength |
B. | tensile strength |
C. | compressive strength |
D. | none of these |
Answer» A. shear strength |
36. | In slump test, each layer of concrete is compacted by a steel rod 60 cm long and of 16 mm diameter for |
A. | 20 times |
B. | 25 times |
C. | 30 times |
D. | 50 times |
Answer» B. 25 times |
37. | The individual variation between test strength of sample should not be more than |
A. | ±5 % of average |
B. | ± 10 % of average |
C. | ± 15 % of average |
D. | ±20 % of average |
Answer» C. ± 15 % of average |
38. | Pick up the incorrect statement from the following: |
A. | concrete for which preliminary tests are conducted, is called controlled concrete |
B. | bulking of sand depends upon the fineness of grains |
C. | concrete mix 1 : 6 : 12, is used for mass concrete in piers |
D. | all the above |
Answer» D. all the above |
39. | The slab is designed as one way if the ratio of long span to short span is |
A. | less than 1 |
B. | between 1 and 1.5 |
C. | between 1.5 and 2 |
D. | greater than 2 |
Answer» D. greater than 2 |
40. | For the construction of cement concrete dams, the maximum permissible size of the aggregates, is |
A. | 40 mm |
B. | 50 mm |
C. | 60 mm |
D. | 70 mm |
Answer» A. 40 mm |
41. | Pick up the incorrect statement from the following: |
A. | with passage of time, the strength of cement increases |
B. | with passage of time, the strength of cement decreases |
C. | after a period of 24 months, the strength of cement reduces to 50% |
D. | the concrete made with storage deteriorated cement, gains strength with time |
Answer» A. with passage of time, the strength of cement increases |
42. | To hydrate 500kg of cement full water needed, is |
A. | 100 kg |
B. | 110 kg |
C. | 120 kg |
D. | 130 kg |
Answer» D. 130 kg |
43. | Pick up the correct statement from the following: |
A. | a highly absorptive aggregate reduces the workability of concrete considerably |
B. | the specific gravity of aggregate is important for the determination of the moisture content |
C. | the absorption and porosity of an aggregate influence the property of the concrete |
D. | all the above |
Answer» D. all the above |
44. | In a counterfort retaining wall, the main reinforcement in the stem at mid span is provided on |
A. | front face only |
B. | inner face only |
C. | both front face and inner face |
D. | none of the above |
Answer» A. front face only |
45. | Under normal conditions using an ordinary cement, the period of removal of the form work, is: |
A. | 7 days for beam soffits |
B. | 14 days for bottom slabs of spans 4.6 m and more |
C. | 21 days for bottom beams over 6 m spans |
D. | all the above |
Answer» D. all the above |
46. | Water cement ratio is generally expressed in volume of water required per |
A. | 10 kg |
B. | 20 kg |
C. | 30 kg |
D. | 50 kg |
Answer» D. 50 kg |
47. | To ensure constant moisture content in aggregates |
A. | area of each aggregate pile should be large |
B. | height of each aggregate pile should not exceed 1.50 m |
C. | aggregate pile should be left for 24 hours before aggregates are used |
D. | all the above |
Answer» D. all the above |
48. | Pick up the correct statement from the following: |
A. | cement should be mixed for at least one minute |
B. | 10% of water is placed in the rotating drum before adding dry material |
C. | 10% of water is added after placing the other ingredients in the drum |
D. | all the above |
Answer» D. all the above |
49. | The average permissible stress in bond for plain bars in tension is |
A. | increased by 10% for bars in compression |
B. | increased by 25% for bars in compression |
C. | decreased by 10% for bars in compression |
D. | decreased by 25% for bars in compression |
Answer» B. increased by 25% for bars in compression |
50. | Concrete mainly consists of |
A. | cement |
B. | aggregates |
C. | water |
D. | all the above |
Answer» D. all the above |
51. | For the construction of thin R.C.C. structures, the type of cement to be avoided, is |
A. | ordinary portland cement |
B. | rapid hardening cement |
C. | low heat cement |
D. | blast furnace slag cement |
Answer» D. blast furnace slag cement |
52. | Which of the following R.C. retaining walls is suitable for heights beyond 6 m? |
A. | l-shaped wall |
B. | t-shaped wall |
C. | counterfort type |
D. | all of the above |
Answer» C. counterfort type |
53. | For batching 1:3:6 concrete mix by volume, the ingredients required per bag of 50 kg cement, are: |
A. | 70 litres of sand and 120 litres of aggregates |
B. | 70 kg of sand and 140 litres of aggregates |
C. | 105 litres of sand and 140 litres of aggregates |
D. | 105 litres of sand and 210 litres of aggregates |
Answer» D. 105 litres of sand and 210 litres of aggregates |
54. | A concrete using an air entrained cement |
A. | has strength less than 10% to 15% |
B. | has more resistance to weathering |
C. | is more plastic and workable |
D. | is free from segregation and bleeding |
Answer» C. is more plastic and workable |
55. | Pick up the correct statement from the following: |
A. | segregation is necessary for a workable concrete |
B. | consistency does not affect the workability of concrete |
C. | if the concrete mix is dry, the slump is maximum |
D. | none of these |
Answer» D. none of these |
56. | The surface where two successive placements of concrete meet, is known as |
A. | contraction joint |
B. | expansion joint |
C. | construction joint |
D. | both (a) and (b) |
Answer» C. construction joint |
57. | A beam curved in plan is designed for |
A. | bending moment and shear |
B. | bending moment and torsion |
C. | shear and torsion |
D. | bending moment, shear and torsion |
Answer» D. bending moment, shear and torsion |
58. | Pick up the correct statement from the following: |
A. | water cement paste hardens due to hydration |
B. | during hardening cement binds the aggregates together |
C. | cement provides strength, durability and water tightness to the concrete |
D. | all the above |
Answer» D. all the above |
59. | ‘Ware house pack’ of cement means |
A. | full capacity of the ware house |
B. | pressure exertion of the bags of upper layers |
C. | pressure compaction of the bags on lower layers |
D. | packing the ware house |
Answer» C. pressure compaction of the bags on lower layers |
60. | High carbon content in the steel causes |
A. | decrease in tensile strength but increase in ductility |
B. | increase in tensile strength but decrease in ductility |
C. | decrease in both tensile strength and ductility |
D. | increase in both tensile strength and ductility |
Answer» B. increase in tensile strength but decrease in ductility |
61. | Particles of 0.002 mm size are that of |
A. | clay |
B. | sand |
C. | gravel |
D. | none of these |
Answer» A. clay |
62. | Ultimate strength of cold drawn high steel wires |
A. | increases with increase in diameter of bar |
B. | decreases with increase in diameter of bar |
C. | does not depend on diameter of bar |
D. | none of the above |
Answer» B. decreases with increase in diameter of bar |
63. | The cement whose strength is a little lower than the ordinary cement during the first three months but attains afterwards the same strength, is known as |
A. | low-heat portland cement |
B. | rapid hardening portland cement |
C. | portland blast slag cement |
D. | portland pozzolana cement |
Answer» A. low-heat portland cement |
64. | The dimensions of a 35 litre forma for measuring aggregates by volume, are: |
A. | length 30 cm, breadth 25 cm, height 30 cm |
B. | length 39 cm, breadth 25 cm, height 32 cm |
C. | length 27 cm, breadth 27 cm, height 48 cm |
D. | length 220 cm, breadth 25 cm, height 40 cm |
Answer» C. length 27 cm, breadth 27 cm, height 48 cm |
65. | Ratio of permissible stress in direct compression and bending compression is |
A. | less than 1 |
B. | between 1 and 1.5 |
C. | between 1.5 and 2.0 |
D. | greater than 2 |
Answer» A. less than 1 |
66. | Concrete containing |
A. | siliceous aggregates, has higher co-efficient of expansion |
B. | igneous aggregates, has intermediate coefficient of expansion |
C. | lime stones, has lowest co-efficient of expansion |
D. | all the above |
Answer» D. all the above |
67. | The lower water cement ratio in concrete, introduces |
A. | smaller creep and shrinkage |
B. | greater density and smaller permeability |
C. | improved frost resistance |
D. | all the above |
Answer» D. all the above |
68. | In T-shaped R C. retaining walls, the main reinforcement in the stem is provided on |
A. | the front face in one direction |
B. | the front face in both directions |
C. | the inner face in one direction |
D. | the inner face in both directions |
Answer» C. the inner face in one direction |
69. | The aggregate containing moisture in pores and having its surface dry, is known as |
A. | moist aggregates |
B. | very dry aggregates |
C. | dry aggregates |
D. | saturated surface dry aggregate |
Answer» D. saturated surface dry aggregate |
70. | Pick up the correct statement from the following: |
A. | construction joints in columns are provided a few cm below the junction of beam |
B. | construction joints in columns are provided at the bottom hunching |
C. | construction joints in beams and slabs are provided within middle third |
D. | all the above |
Answer» D. all the above |
71. | According to ISI recommendations, the maximum depth of stress block for balanced section of a beam of effective depth d is |
A. | 0.43 d |
B. | 0.55 d |
C. | 0.68 d |
D. | 0.85 d |
Answer» A. 0.43 d |
72. | Pick up the correct proportions of chemical ingredients of cement |
A. | lime : silica : alumina : iron oxide : 63 : 22 : 6 : 3 |
B. | silica : lime : alumina : iron oxide : 63 : 22 : 6 : 3 |
C. | alumina : silica : lime : iron oxide : 63 : 22 : 6 : 3 |
D. | iron oxide : alumina : silica : lime : 63 : 22 : 6 : 3 |
Answer» A. lime : silica : alumina : iron oxide : 63 : 22 : 6 : 3 |
73. | Internal friction between the ingredients of concrete, is decreased by using |
A. | less water |
B. | fine aggregates |
C. | rich mix |
D. | more water and coarse aggregates |
Answer» D. more water and coarse aggregates |
74. | Pick up the correct statement from the following: |
A. | the quality of water governs the strength of concrete |
B. | 10% excess of water reduces the strength of concrete by 15% |
C. | 30% excess of water reduces the strength of concrete by 50% |
D. | all the above |
Answer» D. all the above |
75. | Pick up the correct statement from the following: |
A. | lime in excess, causes the cement to expand and disintegrate |
B. | silica in excess, causes the cement to set slowly |
C. | alumina in excess, reduces the strength of the cement |
D. | all the above |
Answer» D. all the above |
76. | If the effective plan area of a warehouse is 54 sq. m, and maximum height of piles permitted is 270 cm, the number of cement bags to be stored, is |
A. | 2000 bags |
B. | 2200 bags |
C. | 2400 bags |
D. | 2700 bags |
Answer» D. 2700 bags |
77. | The property of fresh concrete, in which the water in the mix tends to rise to the surface while placing and compacting, is called |
A. | segregation |
B. | bleeding |
C. | bulking |
D. | creep |
Answer» B. bleeding |
78. | Workability of concrete for a given water content is good if the aggregates, are |
A. | rounded aggregate |
B. | irregular aggregate |
C. | angular aggregate |
D. | flaky aggregates |
Answer» A. rounded aggregate |
79. | For preparing ordinary concrete, the quantity of water used, is |
A. | 5% by weight of aggregates plus 20% of weight of cement |
B. | 10% by weight of aggregates plus 10% of weight of cement |
C. | 5% by weight of aggregates plus 30% of weight of cement |
D. | 30% by weight of aggregates plus 10% of weight of cement |
Answer» C. 5% by weight of aggregates plus 30% of weight of cement |
80. | Finer grinding of cement |
A. | affects only the early development of strength |
B. | affects only the ultimate strength |
C. | both (a) and (b) |
D. | does not affect the strength |
Answer» A. affects only the early development of strength |
81. | The light weight aggregates are obtained from |
A. | sedimentary rocks |
B. | metamorphic rocks |
C. | igneous rocks |
D. | volcanic source |
Answer» D. volcanic source |
82. | The aggregate impact value of the aggregate used in |
A. | building concrete is less than 45 |
B. | road pavement concrete is less than 30 |
C. | runway concrete is less than 30 |
D. | all the above |
Answer» D. all the above |
83. | For walls, columns and vertical faces of all structural members, the form work is generally removed after |
A. | 24 to 48 hours |
B. | 3 days |
C. | 7 days |
D. | 14 days |
Answer» A. 24 to 48 hours |
84. | Efflorescence in cement is caused due to an excess of |
A. | alumina |
B. | iron oxide |
C. | silica |
D. | alkalis |
Answer» D. alkalis |
85. | For given workability the grading requiring the least amount of water is one that gives |
A. | greatest surface area for the given cement and aggregates |
B. | least surface area for the given cement and aggregates |
C. | least weight for the given cement and aggregates |
D. | greatest weight for the given cement and aggregates |
Answer» A. greatest surface area for the given cement and aggregates |
86. | Minimum pitch of transverse reinforcement in a column is |
A. | the least lateral dimension of the member |
B. | sixteen times the smallest diameter of longitudinal reinforcement bar to be tied |
C. | forty-eight times the diameter of transverse reinforcement |
D. | lesser of the above three values |
Answer» D. lesser of the above three values |
87. | Pick up the incorrect statement applicable to the field test of good cement. |
A. | when one thrusts one\s hand into a bag of cement, one should feel warm |
B. | the colour of the cement is bluish |
C. | by rubbing cement in between fingers, one should feed rough |
D. | all the above |
Answer» D. all the above |
88. | An aggregate is known as cyclopean aggregate if its size is more than |
A. | 4.75 mm |
B. | 30 mm |
C. | 60 mm |
D. | 75 mm |
Answer» D. 75 mm |
89. | Workability of concrete mix with low water cement ratio is determined by |
A. | tensile strength test |
B. | slump test |
C. | compaction factor test |
D. | flexural strength test |
Answer» C. compaction factor test |
90. | The effect of creep on modular ratio is |
A. | to decrease it |
B. | to increase it |
C. | either to decrease or to increase it |
D. | to keep it unchanged |
Answer» B. to increase it |
91. | The type of aggregates not suitable for high strength concrete and for pavements subjected to tension, is |
A. | rounded aggregate |
B. | irregular aggregate |
C. | angular aggregate |
D. | flaky aggregate |
Answer» A. rounded aggregate |
92. | The maximum percentage of chemical ingredient of cement is that of |
A. | magnesium oxide |
B. | iron oxide |
C. | silica |
D. | lime |
Answer» D. lime |
93. | The commercial name of white and coloured cement in India, is |
A. | colorcrete |
B. | silvicrete |
C. | snowcem |
D. | all the above |
Answer» D. all the above |
94. | An excess of flaky particles in concrete aggregates |
A. | decreases the workability |
B. | increases the quantity of water and sand |
C. | more than 15% are not desirable |
D. | all the above |
Answer» D. all the above |
95. | Increase in the moisture content in concrete |
A. | reduces the strength |
B. | increases the strength |
C. | does not change the strength |
D. | all of the above |
Answer» A. reduces the strength |
96. | The 28 days cube strength of mass concrete using aggregates of maximum size 5 cm for gravity dams should be |
A. | between 150 to 300 kg/cm2 |
B. | between 350 to 600 kg/cm2 |
C. | between 150 to 500 kg/cm2 |
D. | below 200 kg/cm2 |
Answer» D. below 200 kg/cm2 |
97. | Select the incorrect statement |
A. | lean mixes bleed more as compared to rich ones. |
B. | bleeding can be minimized by adding pozzolana finer aggregate |
C. | bleeding can be increased by addition \of calcium chloride |
D. | none of the above |
Answer» D. none of the above |
98. | Permissible compressive strength of M 150 concrete grade is |
A. | 100 kg/cm2 |
B. | 150 kg/cm2 |
C. | 200 kg/cm2 |
D. | 250 kg/cm2 |
Answer» C. 200 kg/cm2 |
99. | Cement used for normal concrete construction, is obtained by burning a mixture of |
A. | siliceous and argillaceous materials |
B. | argillaceous and calcareous materials |
C. | siliceous and calcareous materials |
D. | siliceous, argillaceous and calcareous materials |
Answer» D. siliceous, argillaceous and calcareous materials |
100. | As compared to ordinary Portland cement, high alumina cement has |
A. | higher initial setting time but lower final setting time |
B. | lower initial setting time but higher final setting time |
C. | higher initial and final setting times |
D. | lower initial and final setting times |
Answer» A. higher initial setting time but lower final setting time |
101. | The maximum amount of dust which may be permitted in aggregates is |
A. | 5% of the total aggregates for low workability with a coarse grading |
B. | 10% of the total aggregates for low workability with a fine grading |
C. | 20% of the total aggregates for a mix having high workability with fine grading |
D. | all the above |
Answer» D. all the above |
102. | Bulking of sand is |
A. | mixing of different sizes of sand particles |
B. | mixing of lime with sand |
C. | maximum water with sand |
D. | swelling of sand when wetted |
Answer» D. swelling of sand when wetted |
103. | For a longitudinal reinforcing bar in a column, the minimum cover shall neither be less than the diameter of bar nor less than |
A. | 15 mm |
B. | 25 mm |
C. | 30 mm |
D. | 40 mm |
Answer» D. 40 mm |
104. | Workability of concrete is measured by |
A. | vicat apparatus test |
B. | slump test |
C. | minimum void method |
D. | talbot richard test |
Answer» B. slump test |
105. | The size of fine aggregates does not exceed |
A. | 2.75 mm |
B. | 3.00 mm |
C. | 3.75 mm |
D. | 4.75 mm |
Answer» D. 4.75 mm |
106. | The main reason for providing number of reinforcing bars at a support in a simply supported beam is to resist in that zone |
A. | compressive stress |
B. | shear stress |
C. | bond stress |
D. | tensile stress |
Answer» C. bond stress |
107. | The entrained air in concrete |
A. | increases workability |
B. | decreases workability |
C. | decreases resistance to weathering |
D. | increases strength |
Answer» A. increases workability |
108. | According to IS: 4561978, the flexural strength of concrete is |
A. | directly proportional to compressive strength |
B. | inversely proportional to compressive strength |
C. | directly proportional to square root of compressive strength |
D. | inversely proportional to square root of compressive strength |
Answer» C. directly proportional to square root of compressive strength |
109. | Slump test is done for |
A. | clay |
B. | sand |
C. | lime |
D. | concrete |
Answer» D. concrete |
110. | Di-calcium silicate (C2S) |
A. | hydrates rapidly |
B. | generates less heat of hydration |
C. | hardens rapidly |
D. | provides less ultimate strength to cement |
Answer» B. generates less heat of hydration |
111. | The limits of percentage p of the longitudinal reinforcement in a column is given by |
A. | 0.15% to 2% |
B. | 0.8% to 4% |
C. | 0.8% to 6% |
D. | 0.8% to 8% |
Answer» C. 0.8% to 6% |
112. | The risk of segregation is more for |
A. | wetter mix |
B. | larger proportion of maximum size aggregate |
C. | coarser grading |
D. | all the above |
Answer» D. all the above |
113. | Le-Chatelier’s apparatus is used for testing |
A. | soundness of cement |
B. | hardness of cement |
C. | strength of cement |
D. | durability of cement |
Answer» A. soundness of cement |
114. | Construction joints are generally provided in concrete |
A. | roads |
B. | retaining walls |
C. | lining of canals |
D. | all the above |
Answer» D. all the above |
115. | If a grading curve is horizontal between the portions of 20 mm I.S. Sieve and 4.75 mm I.S. Sieve, the graded aggregates do not contain |
A. | 20 mm particles |
B. | 10 mm particles |
C. | 4.75 mm particles |
D. | all the above |
Answer» D. all the above |
116. | Most common method of pre-stressing used for factory production is |
A. | long line method |
B. | freyssinet system |
C. | magnel-blaton system |
D. | lee-macall system |
Answer» A. long line method |
117. | C.R.R.I. charts are used to obtain a relationship between strength of concrete and |
A. | water cement ratio |
B. | workability |
C. | grading of aggregate |
D. | fineness modulus |
Answer» A. water cement ratio |
118. | For the design of retaining walls, the minimum factor of safety against overturning is taken as |
A. | 1.5 |
B. | 2.0 |
C. | 2.5 |
D. | 3.0 |
Answer» B. 2.0 |
119. | If the depth of moist sand in a cylinder is 15 cm and the depth of the sand when fully inundated with water is 12 cm, the bulking of the moist sand, is |
A. | 10 % |
B. | 12 % |
C. | 15 % |
D. | 25 % |
Answer» D. 25 % |
120. | If aggregates completely pass through a sieve of size 75 mm and are retained on a sieve of size 60 mm, the particular aggregate will be flaky if its minimum dimension is less than |
A. | 20.5 mm |
B. | 30.5 mm |
C. | 40.5 mm |
D. | 50.5 mm |
Answer» C. 40.5 mm |
121. | If the foundations of all the columns of a structure are designed on the total live and dead load basis, then |
A. | there will be no settlement of columns |
B. | there will be no differential settlement |
C. | the settlement of exterior columns will be more than interior columns |
D. | the settlement of interior columns will be more than exterior columns |
Answer» C. the settlement of exterior columns will be more than interior columns |
122. | Saw dust can be rendered chemically inert by boiling it in water containing |
A. | ferrous sulphate |
B. | potassium chloride |
C. | ammonia |
D. | nitric acid |
Answer» A. ferrous sulphate |
123. | A concrete having a slump of 6.5 cm, is said to be |
A. | dry |
B. | earth moist |
C. | semi-plastic |
D. | plastic |
Answer» D. plastic |
124. | To obtain a very high strength concrete, use very fine grained |
A. | granite |
B. | magnetite |
C. | barite |
D. | volcanic scoria |
Answer» A. granite |
125. | Vicat apparatus is used for |
A. | fineness test |
B. | consistency test |
C. | test for setting time |
D. | test for tensile strength |
Answer» B. consistency test |
126. | Which of the following losses of pre-stress occurs only in pre-tensioning and not in posttensioning? |
A. | elastic shortening of concrete |
B. | shrinkage of concrete |
C. | creep of concrete |
D. | loss due to friction |
Answer» A. elastic shortening of concrete |
127. | The type of aggregates of same nominal size, which contain less voids when compacted, are |
A. | rounded spherical |
B. | irregular |
C. | flaky |
D. | none of these |
Answer» A. rounded spherical |
128. | Pre-stress loss due to friction occurs |
A. | only in post-tensioned beams |
B. | only in pre-tensioned beams |
C. | in both post-tensioned and pre-tensioned beams |
D. | none of the above |
Answer» A. only in post-tensioned beams |
129. | Pick up the correct statement from the following: |
A. | an increase in water content must be accompanied by an increase in cement content |
B. | angular and rough aggregates reduce the workability of the concrete |
C. | the slump of the concrete mix decreases due to an increase in temperature |
D. | all the above |
Answer» D. all the above |
130. | In the method of voids for determination of the quantity of cement paste, it is assumed that |
A. | voids in coarse aggregates are filled by fine aggregates |
B. | voids in fine aggregates are filled by the cement paste |
C. | volume of fine aggregates is equal to total voids in coarse aggregates plus 10% extra |
D. | all the above |
Answer» D. all the above |
131. | As compared to ordinary Portland cement, use of pozzolana cement |
A. | reduces workability |
B. | increases bleeding |
C. | increases shrinkage |
D. | increases strength |
Answer» C. increases shrinkage |
132. | The following proportion of the ingredients of concrete mix, is not in conformation to arbitrary method of proportioning |
A. | 1 : 1 : 2 |
B. | 1 : 2 : 4 |
C. | 1 : 3 : 6 |
D. | 1 : 4 : 10 |
Answer» D. 1 : 4 : 10 |
133. | The strength and quality of concrete, depend upon: |
A. | grading of aggregates |
B. | surface area of aggregates |
C. | shape of aggregates |
D. | all the above |
Answer» D. all the above |
134. | The factor of safety for |
A. | steel and concrete are same |
B. | steel is lower than that for concrete |
C. | steel is higher than that for concrete |
D. | none of the above |
Answer» B. steel is lower than that for concrete |
135. | The preliminary test is repeated if the difference of compressive strength of three test specimens, exceeds |
A. | 5 kg/cm2 |
B. | 8 kg/cm2 |
C. | 10 kg/cm2 |
D. | 15 kg/cm2 |
Answer» D. 15 kg/cm2 |
136. | Setting time of cement increases by adding |
A. | gypsum |
B. | hydrogen peroxide |
C. | calcium chloride |
D. | sodium oxide |
Answer» A. gypsum |
137. | According to IS: 4561978, the maximum reinforcement in a column is |
A. | 2 % |
B. | 4 % |
C. | 6 % |
D. | 8 % |
Answer» C. 6 % |
138. | According to the recommendations of IS : 456-1978, the expansion joints |
A. | are provided where plane changes abruptly |
B. | are provided to ensure minimum resistance |
C. | do not carry reinforcement across them |
D. | all the above |
Answer» D. all the above |
139. | The impurity of mixing water which affects the setting time and strength of concrete, is |
A. | sodium sulphates |
B. | sodium chlorides |
C. | sodium carbonates and bicarbonates |
D. | calcium bicarbonates |
Answer» C. sodium carbonates and bicarbonates |
140. | If the size of panel in a flat slab is 6 m × 6 m, then as per Indian Standard Code, the widths of column strip and middle strip are |
A. | 3.0 m and 1.5 m |
B. | 1.5 m and 3.0 m |
C. | 3.0 m and 3.0 m |
D. | 1.5 m and 1.5 m |
Answer» C. 3.0 m and 3.0 m |
141. | Pick up the incorrect statement from the following: |
A. | the bottom and top ends of slump mould are parallel to each other |
B. | the axis of the mould is perpendicular to the end faces |
C. | the internal surface of the mould is kept clean and free from set cement |
D. | the mould is in the form of a frustum of hexagonal pyramid |
Answer» D. the mould is in the form of a frustum of hexagonal pyramid |
142. | The concrete mix which causes difficulty in obtaining a smooth finish, possess |
A. | segregation |
B. | internal friction |
C. | hardness |
D. | bleeding |
Answer» C. hardness |
143. | While designing the pile as a column, the end conditions are nearly |
A. | both ends hinged |
B. | both ends fixed |
C. | one end fixed and other end hinged |
D. | one end fixed and other end free |
Answer» C. one end fixed and other end hinged |
144. | The internal dimensions of a ware house are 15 m × 5.6 m, and the maximum height of piles is 2.70 m, the maximum number of bags to be stored in two piles, are |
A. | 1500 bags |
B. | 2000 bags |
C. | 2500 bags |
D. | 3000 bags |
Answer» D. 3000 bags |
145. | Pick up the incorrect statement from the following. While performing preliminary test on concrete |
A. | proportions of the material and water should be the same as to be used at the work site |
B. | cement should be mixed by hand in order to maintain uniformity |
C. | concrete mix should be stored in air-tight containers |
D. | concrete ingredients should be kept at a temperature of 37° ± 2°c |
Answer» D. concrete ingredients should be kept at a temperature of 37° ± 2°c |
146. | In a spherical dome the hoop stress due to a concentrated load at crown is |
A. | compressive everywhere |
B. | tensile everywhere |
C. | partly compressive and partly tensile |
D. | zero |
Answer» B. tensile everywhere |
147. | I.S. Sieve Nos. 10 mm and 4.75 mm are generally used for grading of |
A. | coarse aggregates |
B. | fine aggregates |
C. | neither (a) nor (b) |
D. | both (a) and (b) |
Answer» D. both (a) and (b) |
148. | Log Angles machine is used to test the aggregate for |
A. | crushing strength |
B. | impact value |
C. | abrasion resistance |
D. | water absorption |
Answer» C. abrasion resistance |
149. | The property of the ingredients to separate from each other while placing the concrete is called |
A. | segregation |
B. | compaction |
C. | shrinkage |
D. | bulking |
Answer» A. segregation |
150. | Pick up the correct statement from the following: |
A. | higher workability indicates unexpected increase in the moisture content |
B. | higher workability indicates deficiency of sand |
C. | if the concrete mix is dry, the slump is zero |
D. | all the above |
Answer» D. all the above |
151. | The process of mixing, transporting, placing and compacting concrete using Ordinary Port land Cement should not take more than |
A. | 30 minutes |
B. | 40 minutes |
C. | 60 minutes |
D. | 90 minutes |
Answer» A. 30 minutes |
152. | The strength of concrete after one year as compared to 28 days strength is about |
A. | 10 to 15% more |
B. | 15 to 20% more |
C. | 20 to 25% more |
D. | 25 to 50% more |
Answer» C. 20 to 25% more |
153. | Specified compressive strength of concrete is obtained from cube tests at the end of |
A. | 3 days |
B. | 7 days |
C. | 21 days |
D. | 28 days |
Answer» D. 28 days |
154. | Pick up the incorrect statement from the following: |
A. | tricalcium silicate (c3s) hydrates rapidly |
B. | tricalcium silicate (c3s) generates more heat of hydration |
C. | tricalcium silicate (c3s) develops early strength |
D. | tricalcium silicate (c3s) has more resistance to sulphate attack |
Answer» D. tricalcium silicate (c3s) has more resistance to sulphate attack |
155. | If the permissible stress in steel in tension is 140 N/mm², then the depth of neutral axis for a singly reinforced rectangular balanced section will be |
A. | 0.35 d |
B. | 0.40 d |
C. | 0.45 d |
D. | dependent on grade of concrete also |
Answer» B. 0.40 d |
156. | A construction joint is provided where |
A. | bending moment is small |
B. | shear force is small |
C. | the member is supported by other member |
D. | all the above |
Answer» D. all the above |
157. | Sand generally contains salt if it is obtained from: |
A. | nala beds |
B. | river beds |
C. | sea beds |
D. | none of these |
Answer» C. sea beds |
158. | According to IS: 4561978, minimum slenderness ratio for a short column is |
A. | less than 12 |
B. | less than 18 |
C. | between 18 and 24 |
D. | more than 24 |
Answer» A. less than 12 |
159. | Water cement ratio is |
A. | volume of water to that of cement |
B. | weight of water to that of cement |
C. | weight of concrete to that of water |
D. | both (a) and (b) of the above |
Answer» D. both (a) and (b) of the above |
160. | For a concrete mix 1:3:6 and water cement ratio 0.6 both by weight, the quantity of water required per bag, is |
A. | 10 kg |
B. | 12 kg |
C. | 14 kg |
D. | 16 kg |
Answer» C. 14 kg |
161. | is the span) |
A. | l/3 |
B. | l/5 |
C. | l/7 |
D. | l/10 |
Answer» C. l/7 |
162. | Pick up the incorrect statement from the following: |
A. | in properly graded aggregates, bulk density is more |
B. | in single size aggregates, bulk density is least |
C. | in single size aggregates, bulk density is maximum |
D. | none of these |
Answer» C. in single size aggregates, bulk density is maximum |
163. | To prevent segregation, the maximum height for placing concrete, is |
A. | 100 cm |
B. | 125 cm |
C. | 150 cm |
D. | 200 cm |
Answer» A. 100 cm |
164. | For a simply supported beam of span 15 m, the minimum effective depth to satisfy the vertical deflection limits should be |
A. | 600 mm |
B. | 750 mm |
C. | 900 mm |
D. | more than 1 m |
Answer» B. 750 mm |
165. | For compacting plain concrete road surface of thickness less than 20 cm, we use |
A. | internal vibrator |
B. | screed vibrator |
C. | form vibrator |
D. | none of these |
Answer» B. screed vibrator |
166. | Expansion joints are provided if the length of concrete structures exceeds |
A. | 10 m |
B. | 15 m |
C. | 15 m |
D. | 45 m |
Answer» D. 45 m |
167. | The permissible diagonal tensile stress in reinforced brick work is |
A. | about 0.1 n/mm² |
B. | zero |
C. | 0.3 n/mm² to 0.7 n/mm² |
D. | about 1.0 n/mm² |
Answer» A. about 0.1 n/mm² |
168. | Pick up the correct statement from the following: |
A. | the concrete gains strength due to hydration of cement |
B. | the concrete does not set at freezing point |
C. | the strength of concrete increases with its age |
D. | all the above |
Answer» D. all the above |
169. | Separation of water or water sand cement from a freshly concrete, is known |
A. | bleeding |
B. | creeping |
C. | segregation |
D. | flooding |
Answer» A. bleeding |
170. | The critical section for finding maximum bending moment for footing under masonry wall is located |
A. | at the middle of the wall |
B. | at the edge of the wall |
C. | halfway between the middle and edge of the wall |
D. | at a distance equal to effective depth of footing from the edge of the wall |
Answer» C. halfway between the middle and edge of the wall |
171. | On a grading curve, the gap grading is represented by |
A. | a horizontal line |
B. | a vertical line |
C. | n.w. inclined line |
D. | n.e. inclined line |
Answer» A. a horizontal line |
172. | High temperature |
A. | increases the strength of concrete |
B. | decreases the strength of concrete |
C. | has no effect on the strength of concrete |
D. | none of these |
Answer» B. decreases the strength of concrete |
173. | Horizontal construction joints in concrete walls are generally provided at |
A. | soffit level |
B. | window sill level |
C. | floor level |
D. | all the above |
Answer» D. all the above |
174. | Stress strain curve of high tensile steel |
A. | has a definite yield point |
B. | does not show definite yield point but yield point is defined by 0.1% proof stress |
C. | does not show definite yield point but yield point is defined by 0.2% proof stress |
D. | does not show definite yield point but yield point is defined by 2% proof stress, |
Answer» C. does not show definite yield point but yield point is defined by 0.2% proof stress |
175. | Addition of pozzolana to cement causes |
A. | reduction in permeability |
B. | loss of heat of hydration |
C. | reduction in bleeding |
D. | all the above |
Answer» D. all the above |
176. | Permissible compressive strength of M 200 concrete grade is |
A. | 100 kg/cm2 |
B. | 150 kg/cm2 |
C. | 200 kg/cm2 |
D. | 250 kg/cm2 |
Answer» C. 200 kg/cm2 |
177. | The minimum diameter of longitudinal bars in a column is |
A. | 6 mm |
B. | 8 mm |
C. | 12 mm |
D. | 16 mm |
Answer» C. 12 mm |
178. | The high strength of rapid hardening cement at early stage, is due to its |
A. | finer grinding |
B. | burning at high temperature |
C. | increased lime cement |
D. | higher content of tricalcium |
Answer» C. increased lime cement |
179. | Sand requiring a high water cement ratio, belongs to |
A. | zone i |
B. | zone ii |
C. | zone iii |
D. | zone iv |
Answer» A. zone i |
180. | Minimum grade of concrete to be used in reinforced concrete as per IS: 4561978 is |
A. | m 15 |
B. | m 20 |
C. | m 10 |
D. | m 25 |
Answer» A. m 15 |
181. | While compacting the concrete by a mechanical vibrator, the slump should not exceed |
A. | 2.5 cm |
B. | 5.0 cm |
C. | 7.5 cm |
D. | 10 cm |
Answer» B. 5.0 cm |
182. | Non-uniform compaction may cause the concrete |
A. | porous |
B. | non-homogeneous |
C. | reduced strength |
D. | all the above |
Answer» D. all the above |
183. | Modulus of rupture of concrete is a measure of |
A. | flexural tensile strength |
B. | direct tensile strength |
C. | compressive strength |
D. | split tensile strength |
Answer» A. flexural tensile strength |
184. | M10 grade of concrete approximates |
A. | 1 : 3 : 6 mix |
B. | 1 : 1 : 2 mix |
C. | 1 : 2 : 4 mix |
D. | 1 : 1.5 : 3 mix |
Answer» A. 1 : 3 : 6 mix |
185. | Higher workability of concrete is required if the structure is |
A. | made with cement concrete |
B. | thick and reinforced |
C. | thin and heavily reinforced |
D. | thick and heavily reinforced |
Answer» D. thick and heavily reinforced |
186. | For a cantilever of effective depth of 0.5 m, the maximum span to satisfy vertical deflection limit is |
A. | 3.5 m |
B. | 4 m |
C. | 4.5 m |
D. | 5 m |
Answer» A. 3.5 m |
187. | The bulk density of aggregates does not depend upon: |
A. | size and shape of aggregates |
B. | specific gravity of aggregates |
C. | grading of aggregates |
D. | size and shape of the container |
Answer» D. size and shape of the container |
188. | How long will it take for the concrete to achieve 100% of its strength? |
A. | 7 days |
B. | 14 days |
C. | 21 days |
D. | 28 days |
Answer» D. 28 days |
189. | A higher modular ratio shows |
A. | higher compressive strength of concrete |
B. | lower compressive strength of concrete |
C. | higher tensile strength of steel |
D. | lower tensile strength of steel |
Answer» B. lower compressive strength of concrete |
190. | For the construction of cement concrete floor, the maximum permissible size of aggregate, is |
A. | 4 mm |
B. | 6 mm |
C. | 8 mm |
D. | 10 mm |
Answer» D. 10 mm |
191. | The specifications of a cement bag for storage, are |
A. | weight 50 kg |
B. | height 18 cm |
C. | plan area 3000 sq. cm |
D. | all the above |
Answer» D. all the above |
192. | The main reinforcement in the heel of a T-shaped R.C. retaining wall is provided on |
A. | top face perpendicular to wall |
B. | bottom face perpendicular to wall |
C. | both top and bottom faces perpendicular to wall |
D. | none of the above |
Answer» A. top face perpendicular to wall |
193. | Separation of coarse aggregates from mortar during transportation, is known |
A. | bleeding |
B. | creeping |
C. | segregation |
D. | shrinkage |
Answer» C. segregation |
194. | A flaky aggregate is said to be elongated if its length is |
A. | equal to the mean size |
B. | twice the mean size |
C. | thrice the mean size |
D. | four times the mean size |
Answer» B. twice the mean size |
195. | You are asked to construct a massive dam, the type of cement you will use, is |
A. | ordinary portland cement |
B. | rapid hardening cement |
C. | low heat cement |
D. | blast furnace slag cement |
Answer» C. low heat cement |
196. | An ideal ware house, is provided |
A. | water proof masonry walls |
B. | water proof roof |
C. | few windows which remain generally closed |
D. | all the above |
Answer» D. all the above |
197. | Normally pre-stressing wires are arranged in the |
A. | upper part of the beam |
B. | lower part of the beam |
C. | center |
D. | anywhere |
Answer» B. lower part of the beam |
198. | Pick up the correct statement from the following: |
A. | bulking of sand is caused due to formation of a thin film of surface moisture |
B. | fine sand bulks more than coarse sand |
C. | the volume of fully saturated sand, is equal to the volume of dry and loose sand |
D. | all the above |
Answer» D. all the above |
199. | The minimum percentage of chemical ingredient of cement is that of |
A. | magnesium oxide |
B. | iron oxide |
C. | alumina |
D. | lime |
Answer» A. magnesium oxide |
200. | Poisson’s ratio for concrete |
A. | remains constant |
B. | increases with richer mixes |
C. | decreases with richer mixes |
D. | none of the above |
Answer» B. increases with richer mixes |
201. | Shrinkage in concrete can be reduced by using |
A. | low water cement ratio |
B. | less cement in the concrete |
C. | proper concrete mix |
D. | all the above |
Answer» D. all the above |
202. | The shuttering of a hall measuring 4 m × 5 m, can be removed after |
A. | 5 days |
B. | 7 days |
C. | 10 days |
D. | 14 days |
Answer» B. 7 days |
203. | The approximate value of the ratio between direct tensile strength and flexural strength is |
A. | 0.33 |
B. | 0.5 |
C. | 0.75 |
D. | 1.0 |
Answer» B. 0.5 |
204. | An aggregate is said to be flaky if its least dimension is less than |
A. | 1/5th of mean dimension |
B. | 2/5th of mean dimension |
C. | 3/5th of mean dimension |
D. | 4/5th of mean dimension |
Answer» C. 3/5th of mean dimension |
205. | Workability improved by adding |
A. | fly ash |
B. | hydrated lime |
C. | calcium chloride |
D. | all the above |
Answer» D. all the above |
206. | Workability of concrete is inversely proportional to |
A. | time of transit |
B. | water-cement ratio |
C. | the air in the mix |
D. | size of aggregate |
Answer» A. time of transit |
207. | Inert material of a cement concrete mix, is |
A. | water |
B. | cement |
C. | aggregate |
D. | none of these |
Answer» C. aggregate |
208. | If a beam fails in bond, then its bond strength can be increased most economically by |
A. | increasing the depth of beam |
B. | using thinner bars but more in number |
C. | using thicker bars but less in number |
D. | providing vertical stirrups |
Answer» B. using thinner bars but more in number |
209. | Pick up the incorrect statement from the following: |
A. | a rich mix of concrete possesses higher strength than that a lean mix of desired workability with excessive quantity of water |
B. | the strength of concrete decreases as the water cement ratio increases |
C. | good compaction by mechanical vibrations, increases the strength of concrete |
D. | none of these |
Answer» A. a rich mix of concrete possesses higher strength than that a lean mix of desired workability with excessive quantity of water |
210. | Ordinary Portland cement is manufactured from |
A. | lime stone and clay |
B. | gypsum and lime |
C. | pozzolana |
D. | lime, pozzolana and clay |
Answer» B. gypsum and lime |
211. | The percentage of reinforcement in case of slabs, when high strength deformed bars are used is not less than |
A. | 0.15 |
B. | 0.12 |
C. | 0.30 |
D. | 1.00 |
Answer» B. 0.12 |
212. | Addition of pozzolana to cement |
A. | decreases workability |
B. | increases strength |
C. | increases heat of hydration |
D. | none of these |
Answer» D. none of these |
213. | If 50 kg of fine aggregates and 100 kg of coarse aggregates are mixed in a concrete whose water cement ratio is 0.6, the weight of water required for harsh mix, is |
A. | 8 kg |
B. | 10 kg |
C. | 12 kg |
D. | 14 kg |
Answer» C. 12 kg |
214. | The minimum cover to the ties or spirals should not be less than |
A. | 15 mm |
B. | 20 mm |
C. | 25 mm |
D. | 50 mm |
Answer» C. 25 mm |
215. | According to Water-Cement Ratio Law, the strength of workable plastic concrete |
A. | depends upon the amount of water used in the mix |
B. | does not depend upon the quality of cement mixed with aggregates |
C. | does not depend upon the quantity of cement mixed with aggregates |
D. | all the above |
Answer» D. all the above |
216. | Sands of zone I are: |
A. | course |
B. | medium |
C. | medium to fine |
D. | fine |
Answer» A. course |
217. | According to Whitney’s theory, ultimate strain of concrete is assumed to be |
A. | 0.03 % |
B. | 0.1 % |
C. | 0.3 % |
D. | 3 % |
Answer» C. 0.3 % |
218. | The condition not applicable to water cement ratio law, is |
A. | internal moisture conditions on hydration continue till complete strength is gained |
B. | concrete specimens may be tested at any temperature |
C. | concrete specimens need be of same age |
D. | concrete specimens need be of same size |
Answer» B. concrete specimens may be tested at any temperature |
219. | If the slump of a concrete mix is 60 mm, its workability is |
A. | very low |
B. | low |
C. | medium |
D. | high |
Answer» C. medium |
220. | Cube strength of controlled concrete to be used for pre-tensioned and post-tensioned work respectively should not be less than |
A. | 35 mpa and 42 mpa |
B. | 42 mpa and 35 mpa |
C. | 42 mpa and 53 mpa |
D. | 53 mpa and 42 mpa |
Answer» B. 42 mpa and 35 mpa |
221. | The void ratio of |
A. | single size coarse aggregate is roughly 0.45 |
B. | graded coarse aggregate is roughly 0.040 |
C. | fine aggregate is roughly 0.45 |
D. | all the above |
Answer» D. all the above |
222. | According to IS : 382-1963, a good aggregate should be |
A. | chemically inert |
B. | sufficiently strong |
C. | hard and durable |
D. | all the above |
Answer» D. all the above |
223. | The compressive strength of 100 mm cube as compared to 150 mm cube is always |
A. | less |
B. | more |
C. | equal |
D. | none of the above |
Answer» B. more |
224. | The diameter of the Vicat plunger is 10 mm and its length varies from |
A. | 20 mm to 30 mm |
B. | 30 mm to 40 mm |
C. | 40 mm to 50 mm |
D. | 50 mm to 60 mm |
Answer» C. 40 mm to 50 mm |
225. | Gypsum is added for |
A. | colour |
B. | strength |
C. | controlling setting time |
D. | none of these |
Answer» C. controlling setting time |
226. | Modulus of elasticity of steel as per IS: 4561978 shall be taken as |
A. | 20 kn/cm² |
B. | 200 kn/cm² |
C. | 200 kn/mm² |
D. | 2 × 106 n/cm² |
Answer» C. 200 kn/mm² |
227. | The grade of concrete M 150 means that compressive strength of a 15 cm cube after 28 days, is |
A. | 100 kg/cm2 |
B. | 150 kg/cm2 |
C. | 200 kg/cm2 |
D. | 250 kg/cm2 |
Answer» B. 150 kg/cm2 |
228. | The cement becomes useless if its absorbed moisture content exceeds |
A. | 1 % |
B. | 2 % |
C. | 3 % |
D. | 5 % |
Answer» D. 5 % |
229. | In reinforced concrete footing on soil, the minimum thickness at edge should not be less than |
A. | 100 mm |
B. | 150 mm |
C. | 200 mm |
D. | 250 mm |
Answer» B. 150 mm |
230. | For preparing a test-specimen, it is necessary |
A. | to mix cement and fine aggregate by dry hand |
B. | to mix coarse aggregates |
C. | to mix water to the cement, fine aggregates and coarse aggregates |
D. | all the above |
Answer» D. all the above |
231. | For a good concrete |
A. | aggregates should be hard and durable |
B. | water should be free from organic materials |
C. | cement should be sufficient to produce the required strength |
D. | all the above |
Answer» D. all the above |
232. | The process of hardening the concrete by keeping its surface moist is known |
A. | placing |
B. | wetting |
C. | curing |
D. | compacting |
Answer» C. curing |
233. | For the construction of the retaining structures, the type of concrete mix to be used, is |
A. | 1 : 3 : 6 |
B. | 1 : 2 : 4 |
C. | 1 : 1½ : 3 |
D. | 1 : 4 : 8 |
Answer» C. 1 : 1½ : 3 |
234. | The produce impermeable concrete |
A. | thorough mixing of concrete is required |
B. | proper compaction of concrete is required |
C. | proper curing of concrete is required |
D. | all the above |
Answer» D. all the above |
235. | Pozzolanic properties exist in |
A. | shales |
B. | fly ash |
C. | pumicite |
D. | all the above |
Answer» D. all the above |
236. | A continuous beam is deemed to be a deep beam when the ratio of effective span to overall depth (1/D) is less than |
A. | 1.5 |
B. | 2.0 |
C. | 2.5 |
D. | 3.0 |
Answer» C. 2.5 |
237. | Pick up the correct statement from the following: |
A. | the weight of ingredients of concrete mix, is taken in kilograms |
B. | water and aggregates are measured in litres |
C. | 20 bags of cement make one tonne |
D. | all the above |
Answer» D. all the above |
238. | If fineness modulus of sand is 2.5, it is graded as |
A. | very fine sand |
B. | fine sand |
C. | medium sand |
D. | coarse sand |
Answer» B. fine sand |
239. | Maximum quantity of water needed per 50 kg of cement for M 15 grade of concrete is |
A. | 28 liters |
B. | 30 liters |
C. | 32 liters |
D. | 34 liters |
Answer» C. 32 liters |
240. | The increased cohesiveness of concrete, makes it |
A. | less liable to segregation |
B. | more liable to segregation |
C. | more liable to bleeding |
D. | more liable for surface scaling in frosty weather |
Answer» A. less liable to segregation |
241. | Concrete is unsuitable for compaction by a vibrator if it is |
A. | dry |
B. | earth moist |
C. | semi-plastic |
D. | plastic |
Answer» D. plastic |
242. | In order to obtain the best workability of concrete, the preferred shape of aggregate is |
A. | rounded |
B. | elongated |
C. | angular |
D. | all of the above |
Answer» A. rounded |
243. | Hydration of cement is due to chemical action of water with |
A. | tricalcium silicate and dicalcium silicate |
B. | dicalcium silicate and tricalcium aluminate |
C. | tricalcium aluminate and tricalcium alumino ferrite |
D. | all the above |
Answer» D. all the above |
244. | An aggregate which passes through 25 mm I.S. sieve and is retained on 20 mm sieve, is said to be flaky if its least dimension is less than |
A. | 22.5 mm |
B. | 18.5 mm |
C. | 16.5 mm |
D. | 13.5 mm |
Answer» D. 13.5 mm |
245. | Approximate value of shrinkage strain in concrete, is |
A. | 0.003 |
B. | 0.0003 |
C. | 0.00003 |
D. | 0.03 |
Answer» B. 0.0003 |
246. | For quality control of Portland cement, the test essentially done is |
A. | setting time |
B. | tensile strength |
C. | consistency |
D. | all the above |
Answer» D. all the above |
247. | Strength of concrete with passage of time |
A. | increases |
B. | decreases |
C. | fluctuates |
D. | remains constant |
Answer» A. increases |
248. | Which of the following statements is incorrect? |
A. | higher vee-bee time shows lower workability |
B. | higher slump shows higher workability |
C. | higher compacting factor shows higher workability |
D. | none of the above |
Answer» D. none of the above |
249. | To obtain cement dry powder, lime stones and shales or their slurry, is burnt in a rotary kiln at a temperature between |
A. | 1100° and 1200°c |
B. | 1200° and 1300°c |
C. | 1300° and 1400°c |
D. | 1400° and 1500°c |
Answer» D. 1400° and 1500°c |
250. | In a pile of length , the points of suspension from ends for lifting it are located at |
A. | 0.207 l |
B. | 0.25 l |
C. | 0.293 l |
D. | 0.333 l |
Answer» A. 0.207 l |
251. | Curing a concrete for long period ensures better |
A. | volume stability |
B. | strength |
C. | water resistance |
D. | all the above |
Answer» D. all the above |
252. | Batching error means inaccuracy in the quantity of |
A. | aggregates |
B. | cement |
C. | water |
D. | all the above |
Answer» D. all the above |
253. | If the storey height is equal to length of RCC wall, the percentage increase in strength is |
A. | 0 |
B. | 10 |
C. | 20 |
D. | 30 |
Answer» B. 10 |
254. | If X, Y and Z are the fineness modulli of coarse, fine and combined aggregates, the percentage (P) of fine aggregates to combined aggregates, is |
A. | p = [(z – x)/(z – y)] × 100 |
B. | p = [(x – z)/(z – y)] × 100 |
C. | p = [(x – z)/(z + y)] × 100 |
D. | p = [(z + x)/(z – y)] × 100 |
Answer» B. p = [(x – z)/(z – y)] × 100 |
255. | If the depth of actual neutral axis in a beam is more than the depth of critical neutral axis, then the beam is called |
A. | balanced beam |
B. | under-reinforced beam |
C. | over-reinforced beam |
D. | none of the above |
Answer» C. over-reinforced beam |
256. | Proper proportioning of concrete, ensures |
A. | desired strength and workability |
B. | desired durability |
C. | water tightness of the structure |
D. | all the above |
Answer» D. all the above |
257. | The relation between modulus of rupture fcr, splitting strength fcs and direct tensile strength fcl is given by |
A. | fcr – fcs = fcl |
B. | fcr > fcs > fcl |
C. | fcr < fcs < fcl |
D. | fcs > fcr > fcl |
Answer» B. fcr > fcs > fcl |
258. | Air entrainment in the concrete increases |
A. | workability |
B. | strength |
C. | the effects of temperature variations |
D. | the unit weight |
Answer» A. workability |
259. | Construction joints are provided |
A. | where b.m. and s.f. are small |
B. | where the member is supported by other member |
C. | at 18 m apart in huge structures |
D. | all the above |
Answer» D. all the above |
260. | Maximum distance between expansion joints in structures as per IS: 456 1978 is |
A. | 20 m |
B. | 30 m |
C. | 45 m |
D. | 60 m |
Answer» C. 45 m |
261. | Ordinary concrete is not used for concrete grade |
A. | m 100 |
B. | m 150 |
C. | m 250 |
D. | m 400 |
Answer» D. m 400 |
262. | In a spherical dome subjected to concentrated load at crown or uniformly distributed load, the meridional force is always |
A. | zero |
B. | tensile |
C. | compressive |
D. | tensile or compressive |
Answer» C. compressive |
263. | An aggregate is said to be flaky, if its least dimension is less than |
A. | 2/3 mean dimension |
B. | 3/4 mean dimension |
C. | 3/5 mean dimension |
D. | 5/8 mean dimension |
Answer» C. 3/5 mean dimension |
264. | While designing an air entrained concrete |
A. | water cement ratio is reduced |
B. | proportion of aggregates is reduced |
C. | an allowance for the entrained air is made |
D. | all the above |
Answer» D. all the above |
265. | Minimum thickness of load bearing RCC wall should be |
A. | 50 mm |
B. | 100 mm |
C. | 150 mm |
D. | 200 mm |
Answer» B. 100 mm |
266. | M 150 grade of concrete approximates |
A. | 1 : 3 : 6 mix |
B. | 1 : 1 :2 mix |
C. | 1 : 2 : 4 mix |
D. | 1 : 1.5 : 3 mix |
Answer» B. 1 : 1 :2 mix |
267. | Permissible compressive strength of M 300 concrete grade is |
A. | 100 kg/cm2 |
B. | 150 kg/cm2 |
C. | 200 kg/cm2 |
D. | 300 kg/cm2 |
Answer» D. 300 kg/cm2 |
268. | Strength of concrete increases with |
A. | increase in water-cement ratio |
B. | increase in fineness of cement |
C. | decrease in curing time |
D. | decrease in size of aggregate |
Answer» B. increase in fineness of cement |
269. | For ensuring quality of concrete, use |
A. | single sized aggregates |
B. | two sized aggregate |
C. | graded aggregates |
D. | coarse aggregates |
Answer» C. graded aggregates |
270. | In working stress design, permissible bond stress in the case of deformed bars is more than that in plain bars by |
A. | 10 % |
B. | 20 % |
C. | 30 % |
D. | 40 % |
Answer» D. 40 % |
271. | Workability improved by adding |
A. | air-entraining agent |
B. | foaming agent |
C. | oily-agent |
D. | all the above |
Answer» D. all the above |
272. | The rock which is not calcareous, is: |
A. | lime stone |
B. | chalk |
C. | laterite |
D. | none of these |
Answer» D. none of these |
273. | A T-shaped retaining wall mainly consists of |
A. | one cantilever |
B. | two cantilevers |
C. | three cantilevers |
D. | four cantilevers |
Answer» C. three cantilevers |
274. | Pick up the correct statement from the following: |
A. | insufficient quantity of water makes the concrete mix harsh |
B. | insufficient quantity of water makes the concrete unworkable |
C. | excess quantity of water makes the concrete segregated |
D. | all the above |
Answer» D. all the above |
275. | The fineness modulus of fine aggregate is in the range of |
A. | 2.0 to 3.5 |
B. | 3.5 to 5.0 |
C. | 5.0 to 7.0 |
D. | 6.0 to 8.5 |
Answer» A. 2.0 to 3.5 |
276. | After casting, an ordinary cement concrete on drying |
A. | expands |
B. | mix |
C. | shrinks |
D. | none of these |
Answer» C. shrinks |
277. | The most commonly used admixture which prolongs the setting and hardening time is |
A. | gypsum |
B. | calcium chloride |
C. | sodium silicate |
D. | all of the above |
Answer» A. gypsum |
278. | For given water content, workability decreases if the concrete aggregates contain an excess of |
A. | thin particles |
B. | flat particles |
C. | elongated particles |
D. | all the above |
Answer» D. all the above |
279. | The process of proper and accurate measurement of concrete ingredients for uniformity of proportion, is known |
A. | grading |
B. | curing |
C. | mixing |
D. | batching |
Answer» D. batching |
280. | The load factors for live load and dead load are taken respectively as |
A. | 1.5 and 2.2 |
B. | 2.2 and 1.5 |
C. | 1.5 and 1.5 |
D. | 2.2 and 2.2 |
Answer» B. 2.2 and 1.5 |
281. | The mixture of different ingredients of cement, is burnt at |
A. | 1000°c |
B. | 1200°c |
C. | 1400°c |
D. | 1600°c |
Answer» C. 1400°c |
282. | In case of hand mixing of concrete, the extra cement to be added is |
A. | 5 % |
B. | 10 % |
C. | 15 % |
D. | 20 % |
Answer» B. 10 % |
283. | If 1500 g of water is required to have a cement paste 1875 g of normal consistency, the percentage of water is, |
A. | 20 % |
B. | 25 % |
C. | 30 % |
D. | 35 % |
Answer» B. 25 % |
284. | The percentage of voids in cement is approximately |
A. | 25 % |
B. | 40 % |
C. | 60 % |
D. | 80 % |
Answer» B. 40 % |
285. | Water required per bag of cement, is |
A. | 7 kg |
B. | 14 kg |
C. | 21 kg |
D. | 35 kg |
Answer» D. 35 kg |
286. | The recommended value of modular ratio for reinforced brick work is |
A. | 18 |
B. | 30 |
C. | 40 |
D. | 58 |
Answer» C. 40 |
287. | For an ordinary Portland cement |
A. | residual does not exceed 10% when sieved through is sieve no. 9 |
B. | soundness varies from 5 to 10 mm |
C. | initial setting time is not less than 30 minutes |
D. | compressive stress after 7 days, is not less than 175 kg/cm2 |
Answer» C. initial setting time is not less than 30 minutes |
288. | The ratio of the diameter of reinforcing bars and the slab thickness is |
A. | 1/4 |
B. | 1/5 |
C. | 1/6 |
D. | 1/8 |
Answer» D. 1/8 |
289. | Pozzolana cement is used with confidence for construction of |
A. | dams |
B. | massive foundations |
C. | r.c.c. structures |
D. | all the above |
Answer» D. all the above |
290. | Pick up the correct statement from the following: |
A. | calcium chloride acts as a retarder |
B. | calcium chloride acts as an accelerator |
C. | gypsum (calcium sulphate) acts as a retarder |
D. | both (b) and (c) |
Answer» D. both (b) and (c) |
291. | The operation of removing humps and hollows of uniform concrete surface, is known as |
A. | floating |
B. | screeding |
C. | trowelling |
D. | finishing |
Answer» B. screeding |
292. | 1% of voids in a concrete mix would reduce its strength by about |
A. | 5 % |
B. | 10 % |
C. | 15 % |
D. | 20 % |
Answer» A. 5 % |
293. | For a continuous slab of 3 m × 3.5 m size, the minimum overall depth of slab to satisfy vertical deflection limits is |
A. | 50 mm |
B. | 75 mm |
C. | 100 mm |
D. | 120 mm |
Answer» B. 75 mm |
294. | The most useless aggregate is one whose surface texture is |
A. | smooth |
B. | granular |
C. | glassy |
D. | honey combed and porous |
Answer» C. glassy |
295. | The shrinkage of concrete |
A. | is proportional to water content is the mix |
B. | is proportional to cement concrete |
C. | increases with age of concrete |
D. | all the above |
Answer» D. all the above |
296. | The maximum thickness of concrete floor of a cement warehouse, is |
A. | 10 cm |
B. | 15 cm |
C. | 20 cm |
D. | 25 cm |
Answer» D. 25 cm |
297. | Too wet concrete may cause |
A. | weakness of concrete |
B. | excessive laitance |
C. | segregation |
D. | all the above |
Answer» D. all the above |
298. | Maximum percentage reinforcement in case of slabs is limited to |
A. | 2 |
B. | 4 |
C. | 6 |
D. | 8 |
Answer» B. 4 |
299. | The commonly used material in the manufacture of cement is |
A. | sand stone |
B. | slate |
C. | lime stone |
D. | graphite |
Answer» C. lime stone |
300. | According to I.S. : 456, the number of grades of concrete mixes, is |
A. | 3 |
B. | 4 |
C. | 5 |
D. | 7 |
Answer» D. 7 |
301. | Grading of sand causes great variation in |
A. | workability of concrete |
B. | strength of concrete |
C. | durability of concrete |
D. | all the above |
Answer» D. all the above |
302. | The percentage of the aggregate of F.M. 2.6 to be combined with coarse aggregate of F.M. 6.8 for obtaining the aggregates of F.M. 5.4, is |
A. | 30 % |
B. | 40 % |
C. | 50 % |
D. | 60 % |
Answer» C. 50 % |
303. | The ratio of various ingredients (cement, sand, aggregates) in concrete of grade M 200, is |
A. | 1 : 2 : 4 |
B. | 1 : 3 : 6 |
C. | 1 : 1½ : 3 |
D. | 1 : 1 : 2 |
Answer» C. 1 : 1½ : 3 |
304. | Joints in concrete structures, are provided |
A. | to reduce the tensile stresses likely to be developed due to evaporation of water |
B. | to minimise the change in the dimensions of the slab |
C. | to minimise the necessary cracking |
D. | all the above |
Answer» D. all the above |
305. | For the construction of R.C.C. slabs, columns, beams, walls, etc. the grade of concrete mix used, is |
A. | 1 : 3 : 6 |
B. | 1 : 1½ : 3 |
C. | 1 : 2 : 4 |
D. | 1 : 1 : 2 |
Answer» C. 1 : 2 : 4 |
306. | Pick up the correct statement from the following: |
A. | water enables chemical reaction to take place with cement |
B. | water lubricates the mixture of gravel, sand and cement |
C. | strength of concrete structure largely depends upon its workability |
D. | all the above |
Answer» D. all the above |
307. | The final operation of finishing floors, is known as |
A. | screeding |
B. | floating |
C. | trowelling |
D. | finishing |
Answer» C. trowelling |
308. | Transport of concrete by pumps, is done for a distance of |
A. | 100 m |
B. | 200 m |
C. | 300 m |
D. | 400 m |
Answer» D. 400 m |
309. | Curing |
A. | reduces the shrinkage of concrete |
B. | preserves the properties of concrete |
C. | prevents the loss of water by evaporation |
D. | all of the above |
Answer» D. all of the above |
310. | The datum temperature for maturity by Plowman, is |
A. | 23°c |
B. | 0° |
C. | – 5.6°c |
D. | – 11.7°c |
Answer» D. – 11.7°c |
311. | The bulk density of aggregates, is generally expressed as |
A. | tonnes/cubic metre |
B. | kg/cubic metre |
C. | kg/litre |
D. | g/cm3 |
Answer» C. kg/litre |
312. | For concreting tunnel linings, transportation of concrete is done by |
A. | pans |
B. | wheel borrows |
C. | containers |
D. | pumps |
Answer» D. pumps |
313. | The factor which affects workability, is |
A. | water content and its temperature |
B. | shape and size of the aggregates |
C. | air entraining agents |
D. | all the above |
Answer» D. all the above |
314. | Proper batching ensures |
A. | economy |
B. | durability |
C. | workability |
D. | all the above |
Answer» D. all the above |
315. | The ratio of the length to breadth of a wooden float, is |
A. | 4.5 |
B. | 5.5 |
C. | 6.5 |
D. | 7.5 |
Answer» D. 7.5 |
316. | Vicat’s apparatus is used for |
A. | fineness test |
B. | consistency test |
C. | setting time test |
D. | soundness test |
Answer» B. consistency test |
317. | Percentage of pozzolanic material containing clay upto 80% used for the manufacture of pozzolana cement, is |
A. | 30 % |
B. | 40 % |
C. | 50 % |
D. | 60 % |
Answer» A. 30 % |
318. | The grade of concrete not recommended by I.S. : 456, is |
A. | m 100 |
B. | m 200 |
C. | m 300 |
D. | m 500 |
Answer» D. m 500 |
319. | The compaction of concrete, improves |
A. | density |
B. | strength |
C. | durability |
D. | all the above |
Answer» D. all the above |
320. | Segregation is responsible for |
A. | honey-combed concrete |
B. | porous layers in concrete |
C. | surface scaling in concrete |
D. | all the above |
Answer» D. all the above |
321. | Slump test of concrete is a measure of its |
A. | consistency |
B. | compressive strength |
C. | tensile strength |
D. | impact value |
Answer» A. consistency |
322. | If the effective working time is 7 hours and per batch time of concrete is 3 minutes, the output of a concrete mixer of 150 litre capacity, is |
A. | 15,900 litres |
B. | 16,900 litres |
C. | 17,900 litres |
D. | 18,900 litres |
Answer» D. 18,900 litres |
323. | An ordinary Portland cement when tested for its fineness, should not leave any residue on I.S. sieve No. 9, more than |
A. | 5 % |
B. | 10 % |
C. | 15 % |
D. | 20 % |
Answer» B. 10 % |
324. | The top diameter, bottom diameter and the height of a slump mould are: |
A. | 10 cm, 20 cm, 30 cm |
B. | 10 cm, 30 cm, 20 cm |
C. | 20 cm, 10 cm, 30 cm |
D. | 20 cm, 30 cm, 10 cm |
Answer» A. 10 cm, 20 cm, 30 cm |
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