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Design of Steel Structure

Design of Steel Structure
The overlap of batten plates with the main members in welded connections should be more than (where t = thickness of the batten plate)

8t
6t
3t
4t

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Design of Steel Structure
Bearing stiffener in a plate girder is used to

prevent excessive deflection
decrease the effective depth of web
prevent buckling of web
transfer the load from the top flange to the bottom one

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Design of Steel Structure
The heaviest I-section for same depth is

ISWB
ISLB
ISMB
ISHB

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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

163 mm
160 mm
162 mm
161 mm

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Design of Steel Structure
Lug angles

are unequal angles.
All listed here
increases shear lag.
are used to reduce the length of connection.

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Design of Steel Structure
Gantry girders are designed to resist

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

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