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				This section includes 101 Mcqs, each offering curated multiple-choice questions to sharpen your Civil Engineering knowledge and support exam preparation. Choose a topic below to get started.
| 1. | 
                                    Two columns 50 cm x 50 cm and 60 cm x 60 cm carry 80 tonnes and 120 tonnes of loads respectively. The centre to centre distance between columns is 5.00 metres. The permissible bearing capacity of the soil is 20 t/m. If the footing is not to project more than 25 cm beyond the outside of the smaller column, pick up the correct design parameters of the footing from the following: | 
                            
| A. | distance of C.G. of the loads from the smaller column = 3.00 m | 
| B. | the length of the foundation slab = 7.00 m | 
| C. | area of footing slab = 11.00 m | 
| D. | width of the footing = 1.57 m. | 
| E. | all the above. | 
| Answer» F. | |
| 2. | 
                                    For heavy embankments and dams, of height , the depth of exploration of soil should not be less than | 
                            
| A. | /4 | 
| B. | 1/2 | 
| C. | 2 | 
| D. | . | 
| Answer» E. | |
| 3. | 
                                    For providing a raft foundation, the following activities are involved The correct sequence is | 
                            
| A. | 1, 2, 3, 4, 5 | 
| B. | 5, 4, 3, 2, 1 | 
| C. | 2, 1, 3, 5, 4 | 
| D. | 3, 2, 5, 1, 4. | 
| Answer» D. 3, 2, 5, 1, 4. | |
| 4. | 
                                    If is the offset of concrete bed in cms, and is the depth of concrete bed in cms, then | 
                            
| A. | = 0.445 | 
| B. | 0.557 | 
| C. | = 0.775 | 
| D. | none of these. | 
| Answer» D. none of these. | |
| 5. | 
                                    The minimum distance between the centres of bulb of diameter , of a multi under reamed piles, is | 
                            
| A. | 1.25 | 
| B. | 1.5 | 
| C. | 1.75 | 
| D. | 2 | 
| E. | . | 
| Answer» D. 2 | |
| 6. | 
                                    For a rectangular foundation of width , eccentricity of load should not exceed | 
                            
| A. | /2 | 
| B. | /3 | 
| C. | /4 | 
| D. | /5 | 
| E. | /6. | 
| Answer» F. | |
| 7. | 
                                    Two columns 50 cm x 50 cm and 60 cm x 60 cm carry 80 tonnes and 120 tonnes of loads respectively. The centre to centre distance between columns is 5.00 metres. The permissible bearing capacity of the soil is 20 t/m2. If the footing is not to project more than 25 cm beyond the outside of the smaller column, pick up the correct design parameters of the footing from the following: | 
                            
| A. | distance of C.G. of the loads from the smaller column = 3.00 m | 
| B. | the length of the foundation slab = 7.00 m | 
| C. | area of footing slab = 11.00 m2 | 
| D. | width of the footing = 1.57 m. | 
| E. | all the above. | 
| Answer» F. | |
| 8. | 
                                    In the method of tube boring of soil investigation, the following is essential : | 
                            
| A. | a tube of about 2 metres length and 20 cm diameter with a cutting edge | 
| B. | a flap valve at the bottom of tube is provided to extract the soil sample | 
| C. | the tube is raised and lowered by 4 thick rope moving over a pulley suspended on a tripod stand | 
| D. | the tube is dropped to fall under gravity in side a metalic casing pipe which is driven as the depth of excavation proceeds. | 
| E. | all the above. | 
| Answer» F. | |
| 9. | 
                                    If (φ) is the angle of repose of soil of weight w kg/m3, the horizontal pressure p at a depth of h metres per metre length of wall, is | 
                            
| A. | [A]. | 
| B. | [B]. | 
| C. | [C]. | 
| D. | [D]. | 
| Answer» B. [B]. | |
| 10. | 
                                    The line of intersection of the surfaces of a sloping roof forming an external angle exceeding 180°, is | 
                            
| A. | idge | 
| B. | ip | 
| C. | alley | 
| D. | one of these | 
| Answer» C. alley | |
| 11. | 
                                    Assertion A : Shishum is used for decorative woodwork.Reason R : Shishum can be polished to an excellent finish.Select your answer according to the coding system given below: | 
                            
| A. | oth A and R is true and R is the correct explanation of A | 
| B. | oth A and R is true but R is not the correct explanation of A | 
| C. | is true but R is false | 
| D. | is false but R is true | 
| Answer» B. oth A and R is true but R is not the correct explanation of A | |
| 12. | 
                                    The differential settlement in case of foundations on sandy soils should not exceed | 
                            
| A. | 5 mm | 
| B. | 0 mm | 
| C. | 5 mm | 
| D. | 00 mm | 
| Answer» B. 0 mm | |
| 13. | 
                                    A concrete structure is set on fire and the temperature raises to 1000°C. The strength of concrete as compared to original strength reduces to | 
                            
| A. | 0 % | 
| B. | 5 % | 
| C. | 0 % | 
| D. | 5 % | 
| Answer» D. 5 % | |
| 14. | 
                                    The vertical posts placed at the top and bottom ends of a flight supporting the hand rail are known as | 
                            
| A. | alusters | 
| B. | ewel posts | 
| C. | alustrades | 
| D. | ailings | 
| Answer» C. alustrades | |
| 15. | 
                                    In case of foundations on black cotton soils, the most suitable method to increase the bearing capacity of soils is to | 
                            
| A. | ncrease the depth of foundation | 
| B. | rain the soil | 
| C. | ompact the soil | 
| D. | eplace the poor soil | 
| Answer» E. | |
| 16. | 
                                    The term string is used for | 
                            
| A. | he underside of a stair | 
| B. | uter projecting edge of a tread | 
| C. | sloping member which supports the steps in a stair | 
| D. | vertical member between two treads | 
| Answer» D. vertical member between two treads | |
| 17. | 
                                    The lintels are preferred to arches because | 
                            
| A. | rches require more headroom to span the openings like doors, windows etc. | 
| B. | rches require strong abutments to withstand arch thrust | 
| C. | rches are difficult in construction | 
| D. | ll of the above | 
| Answer» E. | |
| 18. | 
                                    Two columns 50 cm × 50 cm and 60 cm × 60 cm carry 80 tonnes and 120 tonnes of loads respectively. The centre to centre distance between columns is 5.00 metres. The permissible bearing capacity of the soil is 20 t/m2. If the footing is not to project more than 25 cm beyond the outside of the smaller column, pick up the correct design parameters of the footing from the following: | 
                            
| A. | istance of C.G. of the loads from the smaller column = 3.00 m | 
| B. | he length of the foundation slab = 7.00 m | 
| C. | rea of footing slab = 11.00 m2 | 
| D. | ll the above | 
| Answer» E. | |
| 19. | 
                                    Pick up the correct statements from the following: | 
                            
| A. | racks appear on the plastered surface in the form of hair cracks | 
| B. | n brick work, the efflorescence is removed by applying a solution of zinc sulphate and water | 
| C. | xcessive thermal variations in the backing or plaster causes the plaster to fall | 
| D. | ll the above | 
| Answer» E. | |
| 20. | 
                                    For constructing a terrazzo floor, Pick up the incorrect statement from the following: | 
                            
| A. | base course is prepared as in cement concrete flooring | 
| B. | 32 mm thick layer of cement concrete (1 : 2 : 4) is laid on the base course and the surface is made smooth by trowelling | 
| C. | lass strips are driven into the layer according to the pattern required | 
| D. | fter final grinding is over, oxalic acid mixed with water is spread over and rubbed hard with soft material | 
| Answer» C. lass strips are driven into the layer according to the pattern required | |
| 21. | 
                                    The type of pile which is driven at an inclination to resist inclined forces is known as | 
                            
| A. | riction pile | 
| B. | heet pile | 
| C. | atter pile | 
| D. | nchor pile | 
| Answer» D. nchor pile | |
| 22. | 
                                    The bearing capacity of granite is generally | 
                            
| A. | to 10 kg/cm² | 
| B. | 5 to 20 kg/cm² | 
| C. | 0 to 35 kg/cm² | 
| D. | 0 to 45 kg/cm² | 
| Answer» D. 0 to 45 kg/cm² | |
| 23. | 
                                    The minimum depth of foundation in clayey soils is | 
                            
| A. | .5 m | 
| B. | .7 m | 
| C. | .9 m | 
| D. | .2 m | 
| Answer» D. .2 m | |
| 24. | 
                                    Which one of the following rocks is used for monumental buildings? | 
                            
| A. | ranite | 
| B. | arble | 
| C. | and stone | 
| D. | late | 
| Answer» C. and stone | |
| 25. | 
                                    The highest line of sloping roof, where two opposite slopes meet, is known as | 
                            
| A. | after | 
| B. | idge | 
| C. | rown | 
| D. | ave | 
| Answer» C. rown | |
| 26. | 
                                    The disease of dry rot in timber is caused by | 
                            
| A. | ack of ventilation | 
| B. | lternate wet and dry conditions | 
| C. | omplete submergence in water | 
| D. | one of the above | 
| Answer» B. lternate wet and dry conditions | |
| 27. | 
                                    Minimum width of landing should be | 
                            
| A. | qual to width of stairs | 
| B. | alf the width of stairs | 
| C. | wice the width of stairs | 
| D. | ne fourth the width of stairs | 
| Answer» B. alf the width of stairs | |
| 28. | 
                                    Pick up the correct statement about silt soil from the following: | 
                            
| A. | he silt soil has particle size from 0.02 mm to 0.06 mm | 
| B. | n organic fine grained silt soil possesses no plasticity | 
| C. | he least plastic type normally consists of more or less equidimensional grains of quartz | 
| D. | ll the above | 
| Answer» E. | |
| 29. | 
                                    Pick up the commonly adopted geophysical method in civil engineering from the following: | 
                            
| A. | he seismic method | 
| B. | lectrical resistivity method | 
| C. | ravitational method | 
| D. | oth (A) and (B) of the above | 
| Answer» E. | |
| 30. | 
                                    Pick up the consideration to the taken while designing a hospital from the following: | 
                            
| A. | he operation theater unit to be detached as it requires sterilized zone but near the ward for the patients and doctor | 
| B. | he mortuary should be detached from the main circulation with a post-mortem room | 
| C. | asualty unit should be provided a separate entrance | 
| D. | ll the above | 
| Answer» E. | |
| 31. | 
                                    Pick up the correct specification of one-room quarters generally adopted from the following: | 
                            
| A. | ix quarters in a row | 
| B. | he size of room is either 3.5 m × 3 m or 4.2 m × 2.5 m | 
| C. | he front verandah is kept 2 m wide | 
| D. | ll the above | 
| Answer» E. | |
| 32. | 
                                    Which one of the following factors is considered for the orientation of buildings? | 
                            
| A. | he direction of the prevailing winds in the area | 
| B. | he exposure of the walls and roof of the buildings to the rays of sun | 
| C. | he extent up to which the sunrays penetrate with the verandah | 
| D. | ll the above | 
| Answer» E. | |
| 33. | 
                                    A solid core of rock is formed inside the cylinder in the case of | 
                            
| A. | uger boring | 
| B. | ercussion drilling | 
| C. | iamond drilling | 
| D. | ash boring | 
| Answer» D. ash boring | |
| 34. | 
                                    If (φ) is the angle of repose of soil of weight w kg/m3, the horizontal pressure p at a depth of h meters per metre length of wall, is | 
                            
| A. | h × [(1 - sin φ)/(1 + sin φ)] | 
| B. | wh/2) × [(1 - sin φ)/(1 + sin φ)] | 
| C. | h × √[(1 - sin φ)/(1 + sin φ)] | 
| D. | h × √[(1 + sin φ)/(1 - sin φ)] | 
| Answer» B. wh/2) × [(1 - sin φ)/(1 + sin φ)] | |
| 35. | 
                                    The 19 cm × 9 cm side of a brick as seen in the wall face, is generally known as | 
                            
| A. | tretcher | 
| B. | ace | 
| C. | ront | 
| D. | eader | 
| Answer» B. ace | |
| 36. | 
                                    As compared to English bond, double Flemish bond is | 
                            
| A. | tronger | 
| B. | ore compact | 
| C. | ostly | 
| D. | one of the above | 
| Answer» C. ostly | |
| 37. | 
                                    The lower edge of the pitched roof, from where the rain water of the roof surface drops down, is known as | 
                            
| A. | ip | 
| B. | able | 
| C. | idge | 
| D. | aves | 
| Answer» E. | |
| 38. | 
                                    While investigating the site, a thick layer of fairly firm clay over a deep layer of soft clay is encountered. In such a situation, the following type of foundation is useful: | 
                            
| A. | ile formation | 
| B. | aft foundation | 
| C. | rillage foundation | 
| D. | one of these | 
| Answer» C. rillage foundation | |
| 39. | 
                                    The art of bringing the floor to a true level surface by means of screeds, is called | 
                            
| A. | opping | 
| B. | edding | 
| C. | creeding | 
| D. | one of these | 
| Answer» D. one of these | |
| 40. | 
                                    Which one of the following piles has a cast iron shoe even after removal of the hollow cylindrical steel casing? | 
                            
| A. | implex pile | 
| B. | edestal pile | 
| C. | ibro pile | 
| D. | oth (A) and (C) of the above | 
| Answer» E. | |
| 41. | 
                                    The predominant constituent which is responsible for strength in granite is | 
                            
| A. | uartz | 
| B. | elspar | 
| C. | ica | 
| D. | one of the above | 
| Answer» B. elspar | |
| 42. | 
                                    In the construction of arches, sand box method is used for | 
                            
| A. | entring | 
| B. | ctual laying of arch work | 
| C. | triking of centring | 
| D. | one of the above | 
| Answer» D. one of the above | |
| 43. | 
                                    The form Work including the props can be removed from beams, only after | 
                            
| A. | days | 
| B. | days | 
| C. | 4 days | 
| D. | 1 days | 
| Answer» D. 1 days | |
| 44. | 
                                    Mansard roof is a roof which slopes in | 
                            
| A. | wo directions without break in the slope on each side | 
| B. | wo directions with break in the slope on each side | 
| C. | our directions without break in the slope on each side | 
| D. | our directions with break in the slope on each side | 
| Answer» E. | |
| 45. | 
                                    According to Rankine's formula, minimum depth of foundations, is | 
                            
| A. | P/w) × [(1 + sin φ)/(1 - sin φ)]² | 
| B. | P/w) × [(1 - sin φ)/(1 + sin φ)]² | 
| C. | P/2w) × [(1 - sin φ)/(1 + sin φ)]² | 
| D. | P/w) × [(1 + sin φ)/(1 - sin φ)] | 
| Answer» C. P/2w) × [(1 - sin φ)/(1 + sin φ)]² | |
| 46. | 
                                    In verandah (corridor) floors outward slope is | 
                            
| A. | in 40 | 
| B. | in 50 | 
| C. | in 60 | 
| D. | in 70 | 
| Answer» D. in 70 | |
| 47. | 
                                    The minimum distance between the centers of bulb of diameter du, of a multi under reamed piles, is | 
                            
| A. | .35 du | 
| B. | .25 du | 
| C. | .5 du | 
| D. | .75 du | 
| Answer» D. .75 du | |
| 48. | 
                                    The Auger boring method is not suitable for | 
                            
| A. | ery hard soil | 
| B. | emented soil | 
| C. | ary soft soil | 
| D. | ll the above | 
| Answer» E. | |
| 49. | 
                                    Depth of lean concrete bed placed at the bottom of a wall footing, is kept | 
                            
| A. | 0 cm | 
| B. | 5 cm | 
| C. | qual to its projection beyond wall base | 
| D. | ess than its projection beyond wall base | 
| Answer» D. ess than its projection beyond wall base | |
| 50. | 
                                    The maximum number of steps in a flight should generally be restricted to | 
                            
| A. | 0 | 
| B. | 2 | 
| C. | 5 | 
| D. | o limit | 
| Answer» C. 5 | |