MCQOPTIONS
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MCQOPTIONS
This section includes 18 Mcqs, each offering curated multiple-choice questions to sharpen your Design Steel Structures knowledge and support exam preparation. Choose a topic below to get started.
| 1. |
Which of the following relation is correct for design horizontal seismic coefficient? |
| A. | A = ZISa*2Rg |
| B. | A = ZISa/2Rg |
| C. | A = ZISa-2Rg |
| D. | A = ZISa+2Rg |
| Answer» C. A = ZISa-2Rg | |
| 2. |
Which analysis is used to obtain design seismic force? |
| A. | Elastic Analysis |
| B. | Plastic Analysis |
| C. | Dynamic Analysis |
| D. | Both elastic and plastic analysis |
| Answer» D. Both elastic and plastic analysis | |
| 3. |
Which of the following assumption is correct for earthquake design resistant structure? |
| A. | Earthquake will not occur simultaneously with wind |
| B. | Earthquake will occur simultaneously with maximum flood |
| C. | Earthquake will occur simultaneously with maximum sea waves |
| D. | Earthquake will occur simultaneously with wind |
| Answer» B. Earthquake will occur simultaneously with maximum flood | |
| 4. |
Structures should be designed such that ___________ |
| A. | Minor and frequent earthquakes can collapse the structure |
| B. | Moderate earthquakes can cause damage to the structure |
| C. | Major earthquakes should not cause any damage to the structure and the structure should be functional |
| D. | Minor earthquake should not cause any damage to the structure and the structure should be functional |
| Answer» E. | |
| 5. |
WHICH_OF_THE_FOLLOWING_ASSUMPTION_IS_CORRECT_FOR_EARTHQUAKE_DESIGN_RESISTANT_STRUCTURE??$ |
| A. | Earthquake will not occur simultaneously with wind |
| B. | Earthquake will occur simultaneously with maximum flood |
| C. | Earthquake will occur simultaneously with maximum sea waves |
| D. | Earthquake will occur simultaneously with wind |
| Answer» B. Earthquake will occur simultaneously with maximum flood | |
| 6. |
Which of the following relation is correct for design horizontal seismic coefficient?$ |
| A. | A = ZIS<sub>a</sub>*2Rg |
| B. | A = ZIS<sub>a</sub>/2Rg |
| C. | A = ZIS<sub>a</sub>-2Rg |
| D. | A = ZIS<sub>a</sub>+2Rg |
| Answer» C. A = ZIS<sub>a</sub>-2Rg | |
| 7. |
Which_analysis_is_used_to_obtain_design_seismic_force?$ |
| A. | Elastic Analysis |
| B. | Plastic Analysis |
| C. | Dynamic Analysis |
| D. | Both elastic and plastic analysis |
| Answer» D. Both elastic and plastic analysis | |
| 8. |
Internal pressure coefficient in a building is positive if acting from ________ and external pressure coefficient in a building is positive if acting from ___________ |
| A. | outside to inside, inside to outside |
| B. | inside to outside, outside to inside |
| C. | outside to inside, outside to inside |
| D. | inside to outside, inside to outside |
| Answer» C. outside to inside, outside to inside | |
| 9. |
Wind pressure acting normal to individual is element or claddity unit is _________ |
| A. | F = [ (C<sub>pe</sub> – C<sub>pi</sub>)A/p<sub>d</sub>]. |
| B. | F = [ (C<sub>pe</sub> + C<sub>pi</sub>)A/p<sub>d</sub>]. |
| C. | F = [ (C<sub>pe</sub> – C<sub>pi</sub>)Ap<sub>d</sub>]. |
| D. | F = [ (C<sub>pe</sub> – C<sub>pi</sub>)/Ap<sub>d</sub>]. |
| Answer» D. F = [ (C<sub>pe</sub> ‚Äö√Ñ√∂‚àö√ë‚àö¬® C<sub>pi</sub>)/Ap<sub>d</sub>]. | |
| 10. |
What is structural response factor? |
| A. | factor denoting the acceleration response spectrum of the structure subjected to earthquake ground vibrations |
| B. | factor by which the actual base shear force is reduced |
| C. | factor to obtain the design spectrum |
| D. | factor used to obtain the design seismic force |
| Answer» B. factor by which the actual base shear force is reduced | |
| 11. |
Structures should be designed such that __________? |
| A. | Minor and frequent earthquakes can collapse the structure |
| B. | Moderate earthquakes can cause damage to the structure |
| C. | Major earthquakes should not cause any damage to the structure and the structure should be functional |
| D. | Minor earthquake should not cause any damage to the structure and the structure should be functional |
| Answer» E. | |
| 12. |
Which of the following factors does not influence earthquake resistance design? |
| A. | geographical location of structure |
| B. | wind of location |
| C. | site soil |
| D. | strength of structure |
| Answer» C. site soil | |
| 13. |
Structures are designed for seismic forces which is ____ than expected seismic force. |
| A. | lesser |
| B. | greater |
| C. | equal to |
| D. | seismic forces are not considered |
| Answer» B. greater | |
| 14. |
For earthquake loads, beams are designed to resist ________________ |
| A. | tension only |
| B. | positive and negative bending moments |
| C. | compression only |
| D. | torsion |
| Answer» C. compression only | |
| 15. |
For earthquake loads, axially loaded members have to resist ________________ |
| A. | tension only |
| B. | compression only |
| C. | both tension and compression |
| D. | bending moment |
| Answer» D. bending moment | |
| 16. |
What is the load factor considered for steel structures when combination of dead load, imposed load and earthquake load is considered? |
| A. | 1.5 |
| B. | 1.3 |
| C. | 1.2 |
| D. | 1.7 |
| Answer» C. 1.2 | |
| 17. |
What is the load factor considered for steel structures when combination of dead load and earthquake load is considered? |
| A. | 1.5 |
| B. | 1.3 |
| C. | 1.2 |
| D. | 1.7 |
| Answer» E. | |
| 18. |
Which IS Code is used for designing a structure considering earthquake loads? |
| A. | IS 800 |
| B. | IS 875 |
| C. | IS 1893 |
| D. | IS 456 |
| Answer» D. IS 456 | |