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Design of Steel Structure

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

more
None of these
equal
less

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Design of Steel Structure
The basic wind speed is specified at a height ‘h’ above mean ground level in an open terrain. The value of ’h’ is

20 m
40 m
10 m
30 m

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Design of Steel Structure
Steel tanks are mainly designed for

earthquake forces
weight of tank
water pressure
wind pressure

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Design of Steel Structure
Other conditions being same, the load factor in indeterminate structures is

Equal to load factor in determinate structures
More than the load factor in determinate structures
Less than the load factor in determinate structures
Unpredictable

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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)

85 t
50 t
200 t
250 t

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

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