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Design of Steel Structure

Design of Steel Structure
The effective length of a battened strut effectively held in position at both ends but not restrained in direction is taken as

1.1 L
1.8 L
1.5 L
1.3 L

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Design of Steel Structure
Lacing bars in a steel column should be designed to resist

Bending moment due to 2.5% of the column load
Both (A) and (B)
2.5% of the column load
Shear force due to 2.5% of the column load

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Design of Steel Structure
The maximum spacing of vertical stiffeners is (where d is the distance between flange angles)

1.33 d
1.25 d
1.75 d
1.5 d

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Design of Steel Structure
The effective length of a fillet weld should not be less than

Weld size
Six times the weld size
Two times the weld size
Four times the weld size

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Design of Steel Structure
The least dimension in case of a circular column of diameter D is taken as

0.5 D
0.88 D
0.78 D
0.68 D

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Design of Steel Structure
As per IS : 800, for compression flange, the outstand of flange plates should not exceed (where t = thickness of thinnest flange plate)

162
161
163
164

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