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Design of Steel Structure

Design of Steel Structure
Intermediate vertical stiffeners in a plate girder need be provided if the depth of web exceeds (where t is thickness of web)

85 t
50 t
200 t
250 t

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Design of Steel Structure
The capacity of the smallest pressed steel tank is

1000 litre
1650 litre
1950 litre
2450 litre

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

minimum weight
minimum thickness of web
maximum weight
minimum depth

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Design of Steel Structure
Shear buckling of web in a plate girder is prevented by using

bearing stiffener
horizontal stiffener at neutral axis
None of these
vertical intermediate stiffener

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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

40° to 70°
30° to 40°
90°
10° to 30°

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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
2.34
2.33
2.01

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