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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 check for moment capacity of plastic section for V > 0.6Vd is given by |
A. | M<sub>dv</sub> 1.2Zef<sub>y</sub>/ <sub>m0</sub> |
B. | M<sub>dv</sub> 1.2Zef<sub>y</sub>/ <sub>m0</sub> |
C. | M<sub>dv</sub> > 1.2Zef<sub>y</sub>/ <sub>m0</sub> |
D. | M<sub>dv</sub> = 2.2Zef<sub>y</sub>/ <sub>m0</sub> |
Answer» C. M<sub>dv</sub> > 1.2Zef<sub>y</sub>/ <sub>m0</sub> | |
2. |
The value of in equation of moment capacity of plastic section for V > 0.6Vd is given by |
A. | ([V<sub>d</sub>/V] -1)<sup>2</sup> |
B. | (2[V<sub>d</sub>/V] +1)<sup>2</sup> |
C. | (2[V<sub>d</sub>/V] -1)<sup>2</sup> |
D. | (2[V<sub>d</sub>/V] -1) |
Answer» D. (2[V<sub>d</sub>/V] -1) | |
3. |
The moment capacity of plastic section for V > 0.6Vd is given by |
A. | M<sub>dv</sub> = M<sub>d</sub> (M<sub>d</sub> M<sub>fd</sub>) |
B. | M<sub>dv</sub> = M<sub>d</sub> + (M<sub>d</sub> M<sub>fd</sub>) |
C. | M<sub>dv</sub> = M<sub>d</sub> (M<sub>d</sub> + M<sub>fd</sub>) |
D. | M<sub>dv</sub> = M<sub>d</sub> + (M<sub>d</sub> + M<sub>fd</sub>) |
Answer» B. M<sub>dv</sub> = M<sub>d</sub> + (M<sub>d</sub> M<sub>fd</sub>) | |
4. |
Shear lag effect depends on |
A. | material of beam |
B. | width of beam only |
C. | width-to-span ratio |
D. | cost |
Answer» D. cost | |
5. |
As per IS 800:2007, shear lag effects in flanges may be disregarded for internal elements if |
A. | b<sub>i</sub> L<sub>0</sub> / 10 |
B. | b<sub>i</sub> L<sub>0</sub> / 20 |
C. | b<sub>i</sub> > L<sub>0</sub> / 10 |
D. | b<sub>i</sub> = L<sub>0</sub> / 20 |
Answer» B. b<sub>i</sub> L<sub>0</sub> / 20 | |
6. |
As per IS 800:2007, shear lag effects in flanges may be disregarded for outstand elements if |
A. | b<sub>o</sub> L<sub>0</sub> / 20 |
B. | b<sub>o</sub> L<sub>0</sub> / 20 |
C. | b<sub>o</sub> > L<sub>0</sub> / 20 |
D. | b<sub>o</sub> = L<sub>0</sub> / 10 |
Answer» C. b<sub>o</sub> > L<sub>0</sub> / 20 | |
7. |
What is shear lag effect? |
A. | the phenomenon of non uniform bending stress not due to influence of shear strain induced on bending stresses in flanges |
B. | the phenomenon of uniform bending stress not due to influence of shear strain induced on bending stresses in flanges |
C. | the phenomenon of uniform bending stress due to influence of shear strain induced on bending stresses in flanges |
D. | the phenomenon of non uniform bending stress due to influence of shear strain induced on bending stresses in flanges |
Answer» E. | |