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Design of Steel Structure

Design of Steel Structure
The maximum slenderness ratio of a steel column, the design of which is governed by wind or seismic forces is

350
150
180
250

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Design of Steel Structure
A steel beam supporting loads from the floor slab as well as from wall is termed as

stringer beam
lintel beam
spandrel beam
header beam

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

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Design of Steel Structure
Efficiency of a riveted joint, having the minimum pitch as per IS : 800, is

60%
30%
50%
40%

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Design of Steel Structure
Lacing bars in a steel column should be designed to resist

Shear force due to 2.5% of the column load
Both (A) and (B)
2.5% of the column load
Bending moment due to 2.5% of the column load

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Design of Steel Structure
The best arrangement to provide unified behaviour in built up steel columns is by

battening
tie plates
lacing
perforated cover plates

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