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Design of Steel Structure

Design of Steel Structure
A butt weld is specified by

effective throat thickness
size of weld
penetration thickness
plate thickness

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Design of Steel Structure
If the floor is supported at or near the bottom but top chords of a bridge is not braced, then the bridge is called

Deck type
Through type
Half through type
Double deck type

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Design of Steel Structure
Generally the purlins are placed at the panel points so as to avoid

Bending moment in rafter
Shear force in rafter
Deflection of rafter
Axial force in rafter

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Design of Steel Structure
The web crippling due to excessive bearing stress can be avoided by

increasing the length of the bearing plates
providing suitable stiffeners
None of these
increasing the web thickness

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

tie plates
battening
lacing
perforated cover plates

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Design of Steel Structure
Normally, the angle of roof truss with asbestos sheets should not be less than

35°
40°
30°
26/2°

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