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Civil Engineering - Steel Structure Design

Exercise : Steel Structure Design - Section 2
21.
A compression member consisting of angle sections may be a
continuous member
discontinuous single angle strut
discontinuous double angle strut
all the above.
Answer: Option
Explanation:
No answer description is available. Let's discuss.
22.
The equivalent axial load is obtained from the fomula
none of these.
Answer: Option
Explanation:
No answer description is available. Let's discuss.
23.
According to IS : 800-1962 the permissible bending stress in steel slab plates, is
1500 kg/cm2
1420 kg/cm2
2125 kg/cm2
1890 kg/cm2
Answer: Option
Explanation:
No answer description is available. Let's discuss.
24.
A simply supported beam carrying a central load, will be safe in deflection if the ratio of its span to depth, is
< 19
< 24
> 19
> 24
> 37
Answer: Option
Explanation:
No answer description is available. Let's discuss.
25.
For double angles carrying tension, placed back to back and connected to either side of the gusset plate, the sectional area of the section, is equal to cross sectional area of
the section
the section plus area of rivet holes
the section minus area of rivet holes
tthe section multiplied by the area of the rivet hole.
Answer: Option
Explanation:
No answer description is available. Let's discuss.
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