MCQOPTIONS
Saved Bookmarks
MCQOPTIONS
This section includes 13 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. |
The design compressive stress of compression member in IS 800 is given by |
| A. | Rankine Formula |
| B. | Euler Formula |
| C. | Perry-Robertson formula |
| D. | Secant-Rankine formula |
| Answer» D. Secant-Rankine formula | |
| 2. |
The outstand element of compression flange of a rolled section is 10.2 (ε=1). The flange will be classified as |
| A. | compact |
| B. | plastic |
| C. | semi-compact |
| D. | slender |
| Answer» B. plastic | |
| 3. |
The flange is classified as plastic if outstand element of compression flange of rolled section is less than |
| A. | 8.4ε |
| B. | 9.4ε |
| C. | 10.5ε |
| D. | 15.7ε |
| Answer» C. 10.5ε | |
| 4. |
The flange is classified as semi-compact if outstand element of compression flange of rolled section is less than |
| A. | 8.4ε |
| B. | 10.5ε |
| C. | 15.7ε |
| D. | 9.4ε |
| Answer» D. 9.4ε | |
| 5. |
THE_DESIGN_COMPRESSIVE_STRESS_OF_COMPRESSION_MEMBER_IN_IS_800_IS_GIVEN_BY?$ |
| A. | Rankine Formula |
| B. | Euler Formula |
| C. | Perry-Robertson formula |
| D. | Secant-Rankine formula |
| Answer» D. Secant-Rankine formula | |
| 6. |
The outstand element of compression flange of a rolled section is 10.2 (ε=1). The flange will be classified a?# |
| A. | compact |
| B. | plastic |
| C. | semi-compact |
| D. | slender |
| Answer» B. plastic | |
| 7. |
The flange is classified as plastic if outstand element of compression flange of rolled section is less than |
| A. | 8.4ε |
| B. | 9.4ε |
| C. | 10.5ε |
| D. | 15.7ε |
| Answer» C. 10.5‚âà√≠¬¨¬µ | |
| 8. |
The flange is classified as semi-compact if outstand element of compression flange of rolled section is less than |
| A. | 8.4ε |
| B. | 10.5ε |
| C. | 15.7ε |
| D. | 9.4ε |
| Answer» D. 9.4‚âà√≠¬¨¬µ | |
| 9. |
The best double-angle compression member section is |
| A. | unequal angles with short leg connected |
| B. | unequal angles with long leg connected |
| C. | unequal angles on opposite side of gusset plate |
| D. | unequal angles on same side of gusset plate |
| Answer» B. unequal angles with long leg connected | |
| 10. |
The best compression member section generally used is |
| A. | single angle section |
| B. | I-section |
| C. | double angle section |
| D. | channel section |
| Answer» C. double angle section | |
| 11. |
Which of the following is not a compression member? |
| A. | strut |
| B. | boom |
| C. | tie |
| D. | rafter |
| Answer» D. rafter | |
| 12. |
The strength of compression members subjected to axial compression is defined by curves corresponding to _______ classes |
| A. | a, b, c and d |
| B. | a, d |
| C. | b, e, f |
| D. | e, f, g |
| Answer» B. a, d | |
| 13. |
A column that can support same load in compression as it can in tension is called |
| A. | intermediate column |
| B. | long column |
| C. | short column |
| D. | cannot be determined |
| Answer» D. cannot be determined | |