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This section includes 8 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. |
Match the following design moment capacity with the classes of cross section |
A. | i – B, ii – C, iii – A, iv – B |
B. | i – A, ii – B, iii – C, iv – B |
C. | i – A, ii – C, iii – A, iv – B |
D. | i – C, ii – C, iii – A, iv – BView Answer |
Answer» D. i – C, ii – C, iii – A, iv – BView Answer | |
2. |
i – B, ii – C, iii – A, iv – ?# |
A. | i – A, ii – B, iii – C, iv – B |
B. | i – A, ii – C, iii – A, iv – B |
C. | i – C, ii – C, iii – A, iv – B |
Answer» B. i ‚Äö√Ñ√∂‚àö√ë‚àö¬® A, ii ‚Äö√Ñ√∂‚àö√ë‚àö¬® C, iii ‚Äö√Ñ√∂‚àö√ë‚àö¬® A, iv ‚Äö√Ñ√∂‚àö√ë‚àö¬® B | |
3. |
Which of the following is correct regarding class I section? |
A. | They are not fully effective under pure compression |
B. | They are capable of reaching and maintaining full plastic moment in bending |
C. | They are not capable of reaching and maintaining full plastic moment in bending |
D. | They does not exhibit sufficient ductility |
Answer» C. They are not capable of reaching and maintaining full plastic moment in bending | |
4. |
What is a slender section? |
A. | cross section which can develop plastic moment resistance |
B. | cross section which can resist seismic force |
C. | cross section in which elastically calculated stress in extreme compression fibre can reach yield strength |
D. | cross section in which local buckling will occur before yield stress |
Answer» E. | |
5. |
What is a semi-compact section? |
A. | cross section which can develop plastic moment resistance |
B. | cross section which can resist seismic force |
C. | cross section in which elastically calculated stress in extreme compression fibre can reach yield strength |
D. | cross section which can develop plastic hinges |
Answer» D. cross section which can develop plastic hinges | |
6. |
What is a compact section? |
A. | cross section which can develop plastic moment resistance |
B. | cross section which can resist seismic force |
C. | cross section in which buckling can occur |
D. | cross section which can develop plastic hinges |
Answer» B. cross section which can resist seismic force | |
7. |
What is a plastic section? |
A. | cross section which can develop plastic moment |
B. | cross section which can resist seismic force |
C. | cross section in which buckling can occur |
D. | cross section which can develop plastic hinges |
Answer» E. | |
8. |
Which of the following factor is considered for classification of cross section? |
A. | location where member is used |
B. | width-to-thickness ratio |
C. | length of member |
D. | seismic force |
Answer» C. length of member | |