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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)

1.33 d
1.5 d
1.75 d
1.25 d

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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 200 mm and 12 t
lesser of 200 mm and 161
lesser of 300 mm and 32 t

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

top lateral bracing
portal bracing
sway bracing
bottom lateral bracing

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Design of Steel Structure
In the virtual work method, the virtual quantity is

Displacement
Moment
Load
Slope

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

1.5 d
3.0 d
2.5 d
2.0 d

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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)

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

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