Structural Design Online Test - Paper 1 » Winning Questions

Structural Design Online Test – Paper 1

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Created by 83a36dcfd5c4caff12bc80f0020c9c749e12cbbbdb7c406dc1dd39996cb85836?s=32&d=monsterid&r=g gkaimVikash chaudhary

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  • Total Questions: 20
  • Time Allotted: 30 minutes
  • Passing Score: 40%
  • Randomization: No
  • Certificate: No
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  • 👍 All the best!

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1. The maximum strain in the tension reinforcement in the section of a flexural member at failure shall not be less than (if fy is the characteristic strength of steel and Es is the modulus of elasticity of steel)

2 / 20

2. In an over-reinforced concrete section, the failure starts at

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3. The one-way slab is one

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4. For a reinforced concrete section, the shape of shear stress diagram is

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5. Two layers of tensile reinforcement bars are placed in a flexural member in such a way that the effective depth would be

6 / 20

6. Unsoundness of cement due to magnesia can be determined by

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7. The initial and final setting times for ordinary Portland cement are approximately related by (where T & t are the final and initial setting times)

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8. Addition of sugar in concrete results in

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9. As the size of the cube increases, the strength of the cube

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10. The compressive strength of concrete determined from a 150mm × 150mm cylinder as compared to that determined from a 150mm cube is

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11. The cover provided in the column having size less than 200 mm x 200 mm is

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12. The safe bond stress between concrete and steel is determined by

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13. When the material is loaded with tensile force at both ends, then the test is known as

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14. The resistance offered to slipping of steel bars in concrete is due to

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15. If a beam fails in bond, then

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16. The amount of reinforcement for main bars in a slab is based on

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17. Distribution reinforcement in a simply supported slab is provided to distribute

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18. In a slab, the pitch of the distribution reinforcement should not exceed its effective depth

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19. The designed main bars are placed in a two-way slab

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20. In a slab, the pitch of the main reinforcement should not exceed its effective depth

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