Quiznetik

Structural Design 2 | Set 2

1. Creep of concrete in a structural member is due to

Correct : C. inelastic strain

2. Shrinkage of concrete in a structural member is due to

Correct : C. loss of moisture and drying of concrete

3. Modulus of elasticity of concrete is generally expressed in terms of

Correct : B. compressive strength

4. Target mean strength of concrete depends upon

Correct : C. characteristic strength of concrete

5. Workability of concrete is influenced significantly by

Correct : B. water/cement ratio

6. High-tensile steel is basically

Correct : C. high carbon steel

7. The creep coefficient depends upon the

Correct : B. notional size of the member

8. In the case of prestressing steels, the highest stress is reached in

Correct : C. high-tensile strands

9. In pretensioning system

Correct : C. the high-tensile wires are tensioned before placing concrete in forms

10. Curved cables can be used in

Correct : C. post-tensioned member

11. In long line method or pretensioning,

Correct : C. several members can be cast

12. In post-tensioning system

Correct : C. the wires are tensioned against hardened concrete

13. Freyssinet system is based on the principle of

Correct : C. wedge action producing frictional grip between steel and concrete

14. High-tensile bars threaded at ends are used in

Correct : C. lee–mccall system

15. Looping of high-tensile tendons around the concrete is used in

Correct : C. baur–leonhardt system

16. Tendon splices are required in

Correct : C. long span continuous members

17. In prestressed members requiring very large forces, the tendons preferred are

Correct : C. strands

18. The tendon splice preferred in the case of long span continuous prestressed members is

Correct : C. torpedo splice