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Civil Engineering - Steel Structure Design

Exercise : Steel Structure Design - Section 3
36.
A single angle in tension is connected by one leg only. If the areas of connecting and outstanding legs are respectively a and b, net effective area of the angle, is
none of these.
Answer: Option
Explanation:
No answer description is available. Let's discuss.
37.
The central deflection of a simply supported steel beam of length L with a concentrated load W at the centre, is
Answer: Option
Explanation:
No answer description is available. Let's discuss.
38.
If L is the overall length of a combined footing having A as its area, d being the distance between the centre of gravity of the base and centre of the base, the larger width b is
Answer: Option
Explanation:
No answer description is available. Let's discuss.
39.
On eccentrically loaded columns, the equivalent axial load may be obtained by
adding the axial load, eccentric load, the product of the bending moment due to eccentric load and the appropriate bending factor
adding the axial load and eccentric load and subtracting the product of bending moment and appropriate bending factor
dividing the sum of axial load and eccentric load by the product of the bending moment and appropirate bending factor
none of these.
Answer: Option
Explanation:
No answer description is available. Let's discuss.
40.
The distance between the outer faces of flanges of a plate girder, is known as
overall depth
clear depth
effective depth
none of these.
Answer: Option
Explanation:
No answer description is available. Let's discuss.
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