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Design of Steel Structure

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

top lateral bracing
portal bracing
bottom lateral bracing
sway bracing

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

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

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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

Half through type
Through type
Deck type
Double deck type

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Design of Steel Structure
The allowable shear stress in the web of mild steel beams decreases with (where ‘h’ is height and t is thickness)

increase in height
decrease in h/t ratio
increase in h/t ratio
decrease in thickness

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Design of Steel Structure
The moment-curvature relation at a plastic hinge is

constant curvature for all moments
parabolic
linear
constant moment for all curvatures

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Design of Steel Structure
The risk coefficient k, depends on

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

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