MCQOPTIONS
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MCQOPTIONS
This section includes 14 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. |
When plastic analysis is used, the yield stress of grade of steel used shall not exceed _____ |
| A. | 250 MPa |
| B. | 500 MPa |
| C. | 450 MPa |
| D. | 800 MPa |
| Answer» D. 800 MPa | |
| 2. |
First order analysis yields bending moment equal to those for a _____ |
| A. | cantilever beam |
| B. | continuous beam |
| C. | fixed beam |
| D. | simply supported beam |
| Answer» E. | |
| 3. |
Basic objective of second order elastic analysis is : |
| A. | to calculate external force equilibrium in deformed geometry of structure |
| B. | to calculate internal force equilibrium in deformed geometry of structure |
| C. | to calculate external force equilibrium in undeformed geometry of structure |
| D. | to calculate internal force equilibrium in undeformed geometry of structure |
| Answer» C. to calculate external force equilibrium in undeformed geometry of structure | |
| 4. |
What is sway frame? |
| A. | longitudinal displacement of one end of member relative to other end is not effectively prevented |
| B. | transverse displacement of one end of member relative to other end is effectively prevented |
| C. | longitudinal displacement of one end of member relative to other end is effectively prevented |
| D. | transverse displacement of one end of member relative to other end is not effectively prevented |
| Answer» E. | |
| 5. |
FIRST_ORDER_ANALYSIS_YIELDS_BENDING_MOMENT_EQUAL_TO_THOSE_FOR_A______?$ |
| A. | cantilever beam |
| B. | continuous beam |
| C. | fixed beam |
| D. | simply supported beam |
| Answer» E. | |
| 6. |
When plastic analysis is used, the yield stress of grade of steel used shall not exceed _____$ |
| A. | 250 MPa |
| B. | 500 MPa |
| C. | 450 MPa |
| D. | 800 MPa |
| Answer» D. 800 MPa | |
| 7. |
Basic objective of second order elastic analysis is ? |
| A. | to calculate external force equilibrium in deformed geometry of structure |
| B. | to calculate internal force equilibrium in deformed geometry of structure |
| C. | to calculate external force equilibrium in undeformed geometry of structure |
| D. | to calculate internal force equilibrium in undeformed geometry of structure |
| Answer» C. to calculate external force equilibrium in undeformed geometry of structure | |
| 8. |
Which of the following is not an assumption of first order elastic analysis of rigid jointed frame? |
| A. | materials behave linearly |
| B. | yielding effects can be ignored |
| C. | member instability effects cannot be ignored |
| D. | frame instability effects can be ignored |
| Answer» D. frame instability effects can be ignored | |
| 9. |
In first order elastic analysis, equilibrium is expressed in terms of ___________ |
| A. | geometry of deformed structure |
| B. | geometry of undeformed structure |
| C. | geometry of both deformed and undeformed structure |
| D. | geometry of any structure |
| Answer» C. geometry of both deformed and undeformed structure | |
| 10. |
What percent of factored load is notional horizontal force? |
| A. | 0.5% |
| B. | 1% |
| C. | 10% |
| D. | 20% |
| Answer» B. 1% | |
| 11. |
In simple construction, connection between members at their junction will __________ |
| A. | resist moment |
| B. | resist force |
| C. | not resist force |
| D. | not resist moment |
| Answer» E. | |
| 12. |
Which of the following is true about rigid construction? |
| A. | connections between members at their junction does not have sufficient rigidity |
| B. | connections between members at their junction have sufficient rigidity |
| C. | members are not connected |
| D. | connection between members at junction will not resist any moment |
| Answer» C. members are not connected | |
| 13. |
What is non-sway frame? |
| A. | transverse displacement of one end of member relative to other end is not effectively prevented |
| B. | longitudinal displacement of one end of member relative to other end is not effectively prevented |
| C. | transverse displacement of one end of member relative to other end is effectively prevented |
| D. | longitudinal displacement of one end of member relative to other end is effectively prevented |
| Answer» D. longitudinal displacement of one end of member relative to other end is effectively prevented | |
| 14. |
The design action effects for design basis earthquake loads is obtained by _____________ |
| A. | Elastic Analysis |
| B. | Plastic Analysis |
| C. | Advanced Analysis |
| D. | Dynamic Analysis |
| Answer» B. Plastic Analysis | |