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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
200 t
250 t
50 t

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Design of Steel Structure
The mechanism method of plastic analysis satisfies

equilibrium condition only
mechanism and plastic moment conditions
equilibrium and plastic moment conditions
equilibrium and mechanism conditions

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Design of Steel Structure
Load factor is

always less than factor of safety
always greater than factor of safety
sometimes greater than factor of safety
always equal to factor of safety

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Design of Steel Structure
When the bolts are subjected to reversal of stresses, the most suitable type of bolt is

black bolt
high strength bolt
ordinary unfinished bolt
turned and fitted bolt

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

zero
100
10
infinity

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

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

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