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Design of Steel Structure

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

infinity
10
100
zero

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Design of Steel Structure
The maximum spacing of vertical stiffeners is (where d is the distance between flange angles)

1.33 d
1.5 d
1.25 d
1.75 d

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Design of Steel Structure
In the virtual work method, the virtual quantity is

Moment
Slope
Load
Displacement

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Design of Steel Structure
Intermediate vertical stiffeners in a plate girder need be provided if the depth of web exceeds (where t is thickness of web)

250 t
200 t
85 t
50 t

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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
Deck type
Double deck type
Through type

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Design of Steel Structure
Bending compressive and tensile stresses respectively are calculated based on

net area and gross area
net area in both cases
gross area and net area
gross area in both cases

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