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Design of Steel Structure

Design of Steel Structure
The maximum slenderness ratio of a compression member carrying both dead and superimposed load is

150
190
180
200

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Design of Steel Structure
If the floor is supported at or near the bottom but top chords of a bridge is not braced, then the bridge is called

Through type
Deck type
Half through type
Double deck type

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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 12 t
lesser of 200 mm and 161

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Design of Steel Structure
Shear buckling of web in a plate girder is prevented by using

bearing stiffener
vertical intermediate stiffener
horizontal stiffener at neutral axis
None of these

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Design of Steel Structure
Minimum thickness of web in a plate girder, when the plate is accessible and also exposed to weather, is

8 mm
7 mm
6 mm
9 mm

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Design of Steel Structure
Lug angles

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

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