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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

160 mm
162 mm
163 mm
161 mm

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Design of Steel Structure
When the axis of load lies in the plane of rivet group, then the rivets are subjected to

only tensile stresses
None of these
both (a) and (b)
only shear stresses

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Design of Steel Structure
A steel beam supporting loads from the floor slab as well as from wall is termed as

header beam
spandrel beam
lintel beam
stringer beam

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

less
None of these
equal
more

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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
compression buckling of web plate
yielding

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Design of Steel Structure
According to IS Specifications, the maximum pitch of rivets in compression is (where t is thickness of thinnest outside plate or angle)

lesser of 3 00 mm and 24 t
lesser of 300 mm and 32 t
lesser of 200 mm and 161
lesser of 200 mm and 12 t

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