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Design of Steel Structure

Design of Steel Structure
For rivets in tension with counter-sunk heads, the tensile value shall be

reduced by 25 %
increased by 25 %
increased by 33.3 %
reduced by 33.3%

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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)

250 t
50 t
200 t
85 t

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Design of Steel Structure
Minimum spacing of vertical stiffeners is limited to (where d is the distance between flange angles)

d/3
d/2
d/4
2d/3

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

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

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

Load
Slope
Moment
Displacement

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