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Design of Steel Structure

Design of Steel Structure
The slenderness ratio of a column supported throughout its length by a masonry wall is

100
zero
infinity
10

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Design of Steel Structure
Steel tanks are mainly designed for

wind pressure
water pressure
earthquake forces
weight of tank

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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°
10° to 30°
40° to 70°
30° to 40°

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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
200 t
250 t
50 t

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Design of Steel Structure
The risk coefficient k, depends on

None of these
basic wind speed
mean probable design life of structures
both (a) and (b)

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

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

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