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Design of Steel Structure

Design of Steel Structure
The maximum spacing of vertical stiffeners is (where d is the distance between flange angles)

1.25 d
1.5 d
1.33 d
1.75 d

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Design of Steel Structure
Economical depth of a plate girder corresponds to

minimum depth
minimum thickness of web
maximum weight
minimum weight

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Design of Steel Structure
The bracing provided in the plane of end posts is called

bottom lateral bracing
sway bracing
top lateral bracing
portal bracing

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Design of Steel Structure
Minimum pitch provided in riveted steel tanks is (where d is diameter of rivets)

3.0 d
1.5 d
2.0 d
2.5 d

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

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

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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
75 t2/h
125 t2/h
125 t2/h

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