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Design of Steel Structure

Design of Steel Structure
Economical depth of a plate girder corresponds to

minimum thickness of web
minimum depth
maximum weight
minimum weight

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Design of Steel Structure
The shape factor of an isosceles triangle for bending about the axis parallel to the base is:

1.0
2.01
2.34
2.33

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Design of Steel Structure
In case of plastic design, the calculated maximum shear capacity of a beam as per IS:800 shall be (where, Aw = effective cross-sectional area resisting shear fy = yield stress of the steel)

0.65 Awfy
0.85 Awfy
0.55 Awfy
0.75 Awfy

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Design of Steel Structure
The effective length of a battened column is increased by

20%
15%
5%
10%

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Design of Steel Structure
Horizontal stiffener in a plate girder is provided to safeguard against

All of these
shear buckling of web plate
yielding
compression buckling of web plate

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Design of Steel Structure
Angle of inclination of the lacing bar with the longitudinal axis of the column should preferably be between

90°
40° to 70°
10° to 30°
30° to 40°

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