MCQOPTIONS
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MCQOPTIONS
This section includes 7 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. |
The actual failure mode in bearing depends on |
| A. | length of metal plate |
| B. | length of bolt |
| C. | hole diameter |
| D. | bolt diameter |
| Answer» E. | |
| 2. |
Staggering of holes __________ the load carrying capacity of tension member |
| A. | reduces |
| B. | improves |
| C. | does not affect |
| D. | halves |
| Answer» C. does not affect | |
| 3. |
The presence of holes _____ the strength of tension member |
| A. | does not affect |
| B. | improves |
| C. | reduces |
| D. | doubles |
| Answer» D. doubles | |
| 4. |
What is the value of partial factor of safety for material for preliminary design for angle section as per IS code for three bolts in connection? |
| A. | 0.6 |
| B. | 0.7 |
| C. | 0.8 |
| D. | 1.0 |
| Answer» C. 0.8 | |
| 5. |
What is the maximum value of in Ag0fy/ m0 for tensile strength of angle section? |
| A. | 1.2 |
| B. | 0.9 |
| C. | 1.4 |
| D. | 0.7 |
| Answer» E. | |
| 6. |
The constant in Ag0fy/ m0 for tensile strength of angle section does not depend on : |
| A. | area of unconnected leg |
| B. | size of outstanding leg |
| C. | ultimate stress of material |
| D. | thickness of outstanding leg |
| Answer» B. size of outstanding leg | |
| 7. |
Which of the following is not true for angles as tension members? |
| A. | Angles if axially loaded through centroid can be designed as plates |
| B. | Angles connected to gusset plates by welding or bolting only through one of the two legs results in eccentric loading |
| C. | When load is applied by connecting only one leg of member, there is shear lag at the end connection |
| D. | When angles are connected to gusset plates by welding or bolting only through one of the two legs resulting in eccentric loading, there is a uniform stress distribution over cross section. |
| Answer» E. | |