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Design of Steel Structure

Design of Steel Structure
As per IS : 800, for compression flange, the outstand of flange plates should not exceed (where t = thickness of thinnest flange plate)

164
161
162
163

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Design of Steel Structure
Steel tanks are mainly designed for

water pressure
wind pressure
weight of tank
earthquake forces

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Design of Steel Structure
The slenderness ratio of a column supported throughout its length by a masonry wall is

10
100
infinity
zero

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Design of Steel Structure
Hudson’s formula gives the dead weight of a truss bridge as a function of

top chord area
heaviest axle load of engine
bottom chord area
effective span of bridge

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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
125 t2/h
75 t2/h

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Design of Steel Structure
Diameter of a bolt hole is usually taken as

nominal diameter of bolt
nominal diameter + 2.0 mm
nominal diameter + 1.5 mm
gross diameter of bolt

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