MCQOPTIONS
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MCQOPTIONS
This section includes 4 Mcqs, each offering curated multiple-choice questions to sharpen your Design Of Steel Structures knowledge and support exam preparation. Choose a topic below to get started.
| 1. |
Flexural torsional buckling cannot occur in ________ |
| A. | unsymmetrical members |
| B. | cross section with one axis of symmetry |
| C. | cross section with no axis of symmetry |
| D. | doubly symmetric members |
| Answer» E. | |
| 2. |
Which of the following is not a solution for torsional buckling? |
| A. | increasing length of members subjected to torsion |
| B. | by careful arrangement of members |
| C. | by providing bracing to prevent lateral movement and twisting |
| D. | box section fabricated by adding welding side plates to ISHB sections |
| Answer» B. by careful arrangement of members | |
| 3. |
Which of the following is true about torsional buckling? |
| A. | failure occurs by bending about shear centre in longitudinal axis |
| B. | failure occurs when torsional rigidity of member is greater than bending rigidity |
| C. | standard hot rolled shapes are not susceptible to torsional buckling |
| D. | it cannot occur with doubly symmetric cross section |
| Answer» D. it cannot occur with doubly symmetric cross section | |
| 4. |
What is the fundamental path in graph? |
| A. | line along load axis up to P > P<sub>cr</sub> |
| B. | line along load axis up to P < P<sub>cr</sub> |
| C. | line along load axis up to P = P<sub>cr</sub> |
| D. | line along load axis up to P P<sub>cr</sub> |
| Answer» D. line along load axis up to P P<sub>cr</sub> | |