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Design of Steel Structure

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

battening
tie plates
perforated cover plates
lacing

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Design of Steel Structure
The portal bracing in a truss bridge is used to

Prevent the sides-way buckling of top chord
Keep the rectangular shape of the bridge cross-section
Stiffen the structure laterally
Transfer load from top of end posts to bearings

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Design of Steel Structure
The slenderness ratio of lacing bars should not exceed

145
100
120
180

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Design of Steel Structure
Steel tanks are mainly designed for

earthquake forces
wind pressure
weight of tank
water pressure

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Design of Steel Structure
The risk coefficient k, depends on

mean probable design life of structures
None of these
both (a) and (b)
basic wind speed

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Design of Steel Structure
In case of plastic design, the calculated maximum shear capacity of a beam as per IS:800 shall be (where, Aw = effective cross-sectional area resisting shear fy = yield stress of the steel)

0.75 Awfy
0.85 Awfy
0.65 Awfy
0.55 Awfy

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