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Design of Steel Structure

Design of Steel Structure
As per IS : 875, for the purposes of specifying basic wind velocity, the country has been divided into

6 zones
3 zones
4 zones
5 zones

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Design of Steel Structure
Pitch of tacking rivets, when double angles connected back to back and acting as tension members should not be more than

300 mm
500 mm
1000 mm
600 mm

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Design of Steel Structure
The effective length of a fillet weld should not be less than

Weld size
Six times the weld size
Two times the weld size
Four times the weld size

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Design of Steel Structure
In moment resistant connections, the moment resistance of riveted connection depends upon

Tension in rivets
Compression in rivets
Strength of rivets in bearing
Shear in rivets

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

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

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Design of Steel Structure
The connection of intermediate vertical stiffeners to the web, not subjected to external loads, shall be designed for a minimum shear force (kN/m) of(where, t = the web thickness in mm h = the outstand of stiffener in mm)

175 t2/h
125 t3/h2
75 t2/h
125 t2/h

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