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Design of Steel Structure

Design of Steel Structure
If the thickness of thinnest outside plate is 10 mm, then the maximum pitch of rivets in tension will be taken as

161 mm
162 mm
163 mm
160 mm

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Design of Steel Structure
The actual thickness of butt weld as compared to the thickness of plate is usually

more
less
None of these
equal

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

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

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Design of Steel Structure
The ratio of plastic section modulus to elastic section modulus

can be less than 1
is always greater than 1
is equal to 1
is always less than 1

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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)

50 t
85 t
250 t
200 t

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Design of Steel Structure
In the virtual work method, the virtual quantity is

Displacement
Slope
Load
Moment

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