Explore topic-wise MCQs in Design Of Steel Structures.

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> &gt; 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> &gt; 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> &gt; 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> &gt; L<sub>0</sub> / 20
D. b<sub>o</sub> = L<sub>0</sub> / 10
Answer» C. b<sub>o</sub> &gt; 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.