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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

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

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Design of Steel Structure
As per IS : 800, for compression flange, the outstand of flange plates should not exceed (where t = thickness of thinnest flange plate)

163
161
164
162

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

None of these
less
more
equal

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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)

200 t
250 t
50 t
85 t

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Design of Steel Structure
Bolts are most suitable to carry

bending
axial tension
shear and bending
shear

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Design of Steel Structure
Gantry girders are designed to resist

lateral loads
lateral, longitudinal and vertical loads
lateral and longitudinal loads
longitudinal loads and vertical loads

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