MCQOPTIONS
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MCQOPTIONS
This section includes 15 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. |
Depth of intermediate batten = _______ depth of end batten |
| A. | 1/2 |
| B. | 3/4 |
| C. | 1 |
| D. | 2 |
| Answer» C. 1 | |
| 2. |
Which of the following is true about effective depth of end batten? |
| A. | it should be less than distance between centre of gravity of component |
| B. | it should be half the distance between centre of gravity of component |
| C. | it should be less than twice the width of component member |
| D. | it should be greater than twice the width of component member |
| Answer» E. | |
| 3. |
Maximum spacing of batten should be such that slenderness ratio of component member should be |
| A. | not greater than 50 |
| B. | greater than 50 |
| C. | greater than 0.7 times slenderness ratio of member as a whole |
| D. | greater than slenderness ratio of member as a whole |
| Answer» B. greater than 50 | |
| 4. |
Effective slenderness ratio of battened column shall be ____ of actual slenderness ratio of column |
| A. | 0.5 times |
| B. | 1.1 times |
| C. | 2 times |
| D. | 2.5 times |
| Answer» C. 2 times | |
| 5. |
MAXIMUM_SPACING_OF_BATTEN_SHOULD_BE_SUCH_THAT_SLENDERNESS_RATIO_OF_COMPONENT_MEMBER_SHOULD_BE?$ |
| A. | not greater than 50 |
| B. | greater than 50 |
| C. | greater than 0.7 times slenderness ratio of member as a whole |
| D. | greater than slenderness ratio of member as a whole |
| Answer» B. greater than 50 | |
| 6. |
Depth of intermediate batten = _______ depth of end batten$ |
| A. | 1/2 |
| B. | 3/4 |
| C. | 1 |
| D. | 2 |
| Answer» C. 1 | |
| 7. |
Which_of_the_following_is_true_about_effective_depth_of_end_batten?$ |
| A. | it should be less than distance between centre of gravity of component |
| B. | it should be half the distance between centre of gravity of component |
| C. | it should be less than twice the width of component member |
| D. | it should be greater than twice the width of component member |
| Answer» E. | |
| 8. |
A laced column is_____ than battened column for same load |
| A. | equally strong |
| B. | weaker |
| C. | stronger |
| D. | cannot be compared |
| Answer» D. cannot be compared | |
| 9. |
Thickness of batten should not be less than |
| A. | 1/40<sup>th</sup> of distance between innermost connecting lines of bolts |
| B. | 1/50<sup>th</sup> of distance between innermost connecting lines of bolts |
| C. | 1/100<sup>th</sup> of distance between innermost connecting lines of bolts |
| D. | 1/10<sup>th</sup> of distance between innermost connecting lines of bolts |
| Answer» C. 1/100<sup>th</sup> of distance between innermost connecting lines of bolts | |
| 10. |
Effective slenderness ratio of battened column shall be ____ of actual slenderness ratio of colum? |
| A. | 0.5 times |
| B. | 1.1 times |
| C. | 2 times |
| D. | 2.5 times |
| Answer» C. 2 times | |
| 11. |
Thickness of batten plates shall be |
| A. | not less than 1/50<sup>th</sup> of distance between innermost connecting transverse bolts/rivets |
| B. | less than 1/50<sup>th</sup> of distance between innermost connecting transverse bolts/rivets |
| C. | less than 1/60<sup>th</sup> of distance between innermost connecting transverse bolts/rivets |
| D. | less than 1/80<sup>th</sup> of distance between innermost connecting transverse bolts/rivets |
| Answer» B. less than 1/50<sup>th</sup> of distance between innermost connecting transverse bolts/rivets | |
| 12. |
Which of the following is true about effective depth of battens? |
| A. | less than perpendicular distance between centroids for end battens |
| B. | less than three quarters of the perpendicular distance between centroids for intermediate battens |
| C. | not less than twice the width of one member in plane of batten |
| D. | less than twice the width of one member in plane of batten |
| Answer» D. less than twice the width of one member in plane of batten | |
| 13. |
Battens should be designed to resist moment equal to |
| A. | V<sub>t</sub> L<sub>0</sub> n |
| B. | V<sub>t</sub> L<sub>0</sub> / n |
| C. | V<sub>t</sub> /L<sub>0</sub> n |
| D. | V<sub>t</sub> L<sub>0</sub> /2n |
| Answer» E. | |
| 14. |
Battens should be designed to resist longitudinal shear equal to |
| A. | V<sub>t</sub> L<sub>0</sub> ns |
| B. | V<sub>t</sub> L<sub>0</sub> / ns |
| C. | V<sub>t</sub> /L<sub>0</sub> ns |
| D. | V<sub>t</sub> L<sub>0</sub>n/s |
| Answer» C. V<sub>t</sub> /L<sub>0</sub> ns | |
| 15. |
Battens should be designed to resist transverse shear force which is |
| A. | 5% of axial force |
| B. | 0.5% of axial force |
| C. | 2.5% of axial force |
| D. | 7.2% of axial force |
| Answer» D. 7.2% of axial force | |