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This section includes 11 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. |
What is the minimum thickness of gusset plate? |
A. | 5mm |
B. | 8mm |
C. | 10mm |
D. | 12mm |
Answer» E. | |
2. |
Which of the following is not correct about gusset plates? |
A. | gusset plate is provided to make connections at place where more than one member is to be joined |
B. | plate outlines are fixed to meet minimum edge distances for bolts used for connection |
C. | lines of action of truss members meeting at a joint should not coincide |
D. | size and shape of gusset plates are usually decided from direction of members meeting at joint |
Answer» D. size and shape of gusset plates are usually decided from direction of members meeting at joint | |
3. |
Which of the following is correct in case of channel members? |
A. | connection of lug angle to angle member should have a strength not less than 20% of excess of force in flange of channel |
B. | connection of lug angle to angle member should have a strength less than 20% of excess of force in flange of channel |
C. | lug angles and their connection to gusset should be capable of developing a strength of less than 10% of excess of force in flange of channel |
D. | lug angles and their connection to gusset should be capable of developing a strength of less than 5% of excess of force in flange of channel |
Answer» E. | |
4. |
WHAT_IS_THE_MINIMUM_THICKNESS_OF_GUSSET_PLATE??$ |
A. | 5mm |
B. | 8mm |
C. | 10mm |
D. | 12mm |
Answer» E. | |
5. |
Which of the following is not correct about gusset plates? |
A. | gusset plate is provided to make connections at place where more than one member is to be joined |
B. | plate outlines are fixed to meet minimum edge distances for bolts used for connection |
C. | lines of action of truss members meeting at a joint should not coincide |
D. | size and shape of gusset plates are usually decided from direction of members meeting at joint |
Answer» D. size and shape of gusset plates are usually decided from direction of members meeting at joint | |
6. |
As per IS specification, splice connection should be designed for a force of _____ |
A. | at least 0.3 times the member design capacity in tension |
B. | at least 0.1 times the member design capacity in tension |
C. | less than 0.3 times the member design capacity in tension |
D. | less than 0.15 times the member design capacity in tension |
Answer» B. at least 0.1 times the member design capacity in tension | |
7. |
Splices are provided when_________ |
A. | available length is more than required length of a tension member |
B. | available length is less than required length of a tension member |
C. | available length is equal to required length of a tension member |
D. | for aesthetic appearance |
Answer» C. available length is equal to required length of a tension member | |
8. |
Which of the following is correct in case of angle members? |
A. | connection of lug angle to angle member should be capable of developing a strength of 10% of excess of force of outstanding leg of angle |
B. | connection of lug angle to angle member should be capable of developing a strength of 20% of excess of force of outstanding leg of angle |
C. | lug angles and their connection to gusset should be capable of developing a strength of less than 20% of excess of force of outstanding leg of angle |
D. | lug angles and their connection to gusset should be capable of developing a strength of not less than 20% of excess of force of outstanding leg of angle |
Answer» E. | |
9. |
Which of the following solution can be used to eliminate lug angles? |
A. | by providing equal angle sections with wider leg as connected leg |
B. | by providing unequal angle sections with wider leg as connected leg |
C. | by providing equal angle sections with shorter leg as connected leg |
D. | by providing unequal angle sections with shorter leg as connected leg |
Answer» C. by providing equal angle sections with shorter leg as connected leg | |
10. |
Lug angles are found to be more effective at _____ |
A. | end of the connection |
B. | middle of connection |
C. | beginning of connection |
D. | they are equally effective at all connections |
Answer» D. they are equally effective at all connections | |
11. |
Lug angles are ____ |
A. | additional angles used to reduce joint length |
B. | additional angles used to increase joint length |
C. | additional angles used for aesthetic appearance |
D. | additional angles used for seismic resistance |
Answer» B. additional angles used to increase joint length | |