Home» Online Test » Civil Engineering » Structural Design Online Test » Paper 1 » Paper 2 » Paper 3 0% Sorry, time's up. To complete the online test, please restart it. Created by Vikash chaudhary This is a FREE online test. Beware of scammers who ask for money to attend this test. Get fresh, new questions in each attempt. Total Questions: 50 Time Allotted: 50 minutes Passing Score: 70% Randomization: Yes Certificate: Yes Do not refresh the page! 👍 All the best! 1 / 50 1. In the case of the foundation of rigid base, the distribution pressure on the soil is a) uniform b) maximum bending moment c) minimum in the central zone d) none of the above 2 / 50 2. Addition of sugar in concrete results in a) increase in setting time by about 1 hr b) increase in setting time by about 4 hr c) decrease in setting time by about 1 hr d) decrease in setting time by about 4 hr 3 / 50 3. If a beam fails in bond, then a) increase the depth of the beam b) use thicker but fewer numbers of bars c) use thinner but more numbers of bars d) providing vertical stirrups 4 / 50 4. The main reason for providing a number supported beam is to resist in that zone a) tensile stress b) compressive stress c) shear stress d) bond stress 5 / 50 5. The amount of reinforcement for main bars in a slab is based upon a) minimum bending moment b) maximum bending moment c) minimum shear stress d) maximum shear force 6 / 50 6. A T-beam behaves like a rectangular beam of width equal to its flange if its neutral axis a) remains within the flange b) remains within the web c) coincides with the geometrical center of the beam d) none of the above 7 / 50 7. For an RCC section, select the most true statement from the following a) Bond stress = Bond Load/X-area of rebar b) In a doubly reinforced section, rebars are placed at two tiers on the tensile face c) Shear stress (π) is perpendicular to the material cross-section d) Shear stress in rebar is calculated as (π) = Shear force/Nominal surface area of rebar 8 / 50 8. According to the load factor method, the permissible load W on a short column reinforced with longitudinal bars and lateral stirrups is a) stress in concrete × area of concrete b) stress in steel × area of steel c) stress in concrete × area of concrete + stress in steel × area of steel d) none of the above 9 / 50 9. The slenderness ratio of an RCC column is given by (Where, r=radius of gyration, l=effective length, B=width, D=diameter) a) l/r b) l/B c) l/D d) none of the above 10 / 50 10. Singly reinforced beam & doubly reinforced beam are decided based on a) bending moment b) shear force c) bending moment & shear force d) none of the above 11 / 50 11. Which of the following factors influence the strength of concrete? a) compaction b) curing c) water-cement ratio d) all of the above 12 / 50 12. The beam section is redesigned if the shear stress exceeds the allowable shear stress by ... times a) 2 b) 4 c) 6 d) 8 13 / 50 13. The minimum diameter of bars for a slab is generally a) 6 mm b) 8 mm c) 10 mm d) 12 mm 14 / 50 14. A column is considered as a long column if its slenderness ratio is more than a) 40 b) 20 c) 24 d) 28 15 / 50 15. In a T beam overall depth of rib (in case of heavy load) is a) 1/20 of the span b) 1/15 of the span c) 1/12 of the span d) none of the above 16 / 50 16. In a two-way slab, the torsion steel is provided at the a) top b) bottom c) both (a) and (b) of the above d) none of the above 17 / 50 17. In R.C.C. works, the proportion of the mixture 1:1.5:3, the volume of the cement is in a) 0.2 m³ b) 0.4 m³ c) 0.5 m³ d) 0.1 m³ 18 / 50 18. Workability of concrete is inversely proportional to a) water-cement ratio b) size of aggregate c) time of transit d) none of the above 19 / 50 19. The factor of safety for steel as compared to concrete is a) same b) lower c) higher d) constant 20 / 50 20. Bottom reinforcement in a beam is subjected to a) compression b) tension c) both d) none of the above 21 / 50 21. The maximum diameter of bars in a beam is limited to a) 25mm b) 40mm c) one-eighth of the least dimension of the beams d) one-tenth of the depth 22 / 50 22. The enlarged head of a supporting column of a flat slab is technically known as a) capital b) drop panel c) column head d) none of the above 23 / 50 23. The strength of concrete increases with an increase in a) water cement ratio b) size of aggregate c) aggregate cement ratio d) moisture content 24 / 50 24. Minimum spacing between horizontal parallel reinforcements of the same size should not be less than a) one diameter b) two diameters c) three diameters d) four diameters 25 / 50 25. Dimensions of a beam need to be changed if the shear stress is more than a) 10 kg/cm² b) 15 kg/cm² c) 20 kg/cm² d) 25 kg/cm² 26 / 50 26. The spacing of transverse reinforcement of a column is decided by the following consideration a) the least lateral dimension of the column b) sixteen times the diameter of the smallest longitudinal reinforcing rod in the column c) forty-eight times the diameter of transverse reinforcement d) all of the above 27 / 50 27. If the corners of a two-way slab are held down firmly a) buckling takes place b) deflection at the center increases c) cracks develop near the corners d) all of the above 28 / 50 28. If a beam is loaded transversely the maximum compressive stress develops on a) top fibre b) neutral axis c) bottom fibre d) every cross-section 29 / 50 29. Modulus of elasticity for concrete improves by a) age b) higher w/c ratio c) shorter curing period d) all of the above 30 / 50 30. After casting, an ordinary cement concrete on drying a) shrinks b) expands c) remains unchanged d) can expand or shrink 31 / 50 31. The strength and quality of concrete depends on a) aggregate shape b) aggregate grading c) surface area of the aggregate d) all of the above 32 / 50 32. For a cantilever beam, the span to effective depth ratio is generally restricted to a) 7 b) 10 c) 15 d) 20 33 / 50 33. A continuous beam shall be deemed to be a deep beam if the ratio of effective span to overall depth is a) 2 b) 2.5 c) 3 d) 3.5 34 / 50 34. Shear stress is not taken by a) horizontal steel b) vertical steel c) inclined steel d) none of the above 35 / 50 35. In a simply supported slab, alternate bars are curtailed at a) 1/4th of the span b) 1/5th of the span c) 1/6th of the span d) 1/7th of the span 36 / 50 36. The minimum length of the bar which must be embedded in concrete beyond any section to develop bond is a) development length b) lap length c) splice length d) curved length 37 / 50 37. The minimum cover to the main bars in an RCC beam should be a) 15mm or diameter of the bar b) 25mm or diameter of the bar c) 25mm size of the aggregate d) 40 mm or diameter of the bar 38 / 50 38. The lap length of a direct tension reinforcement bar in an RCC beam should be more than a) 30 times the diameter of the bar b) 48 times the diameter of the bar c) 24 times the diameter of the bar d) twice the development length or 30 times the diameter of the bar 39 / 50 39. The maximum spacing of side-face reinforcement in a beam should be a) 100 mm b) 200 mm c) 300 mm d) 400 mm 40 / 50 40. The minimum number of main bars in a circular column is a) 4 b) 6 c) 8 d) 12 41 / 50 41. An RCC element, 1 m deep and 0.5 m wide will require minimum reinforcement @ 1% of the gross sectional area, what will be the area of reinforcing bars? a) 500 mm² b) 1000 mm² c) 5000 mm² d) 50,000 mm² 42 / 50 42. The factor of safety for steel is based on its a) yield stress b) ultimate stress c) both (a) and (b) above d) none of the above 43 / 50 43. An air entraining agent when added in concrete improves a) strength b) workability c) density d) durability 44 / 50 44. A doubly reinforced beam is used a) when extra safety factor is required b) when the depth and width of the beam are restricted c) when the depth of the beam is more than the width d) a large moment of resistance is desired 45 / 50 45. The entrapped air in concrete a) increases workability b) decreases workability c) increases strength d) none of the above 46 / 50 46. A circular slab, when subjected to external loading, deforms to assume a shape of a) hemi-sphere b) ellipsoid c) semi-hemisphere d) paraboloid 47 / 50 47. The types of failure occurring in a beam due to shear force is termed as a) diagonal tension failure b) flexural tension failure c) diagonal compression failure d) all of the above 48 / 50 48. Separation of ingredients from concrete during transportation is known as a) bleeding b) creep c) segregation d) shrinkage 49 / 50 49. As the size of the cube increases, the strength of the cube a) decreases b) increases c) increases but decreasing rate d) decreases but decreasing rate 50 / 50 50. Presence of oils in water for concreting a) improves strength b) gives more slump c) reduces workability d) reduces strength Please provide accurate information so we can send your Achievement Certificate by mail. NameEmailPhone Number Your score is Share your achievement! LinkedIn Facebook Twitter 0% Restart Test Please provide your feedback. Thank you for your valuable feedback. Send feedback Buy Structural Design MCQ PDF for Offline Study