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Design of Steel Structure

Design of Steel Structure
Bolts are most suitable to carry

shear
bending
shear and bending
axial tension

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Design of Steel Structure
The internal pressure coefficient on walls for buildings with large permeability is taken as

± 0.7
±0.5
± 0.2
0

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Design of Steel Structure
For the buildings having a low permeability, the internal wind pressure acting normal to the wall and roof surfaces is taken as (where p is basic wind pressure)

± 0.5 p
±0.7p
zero
±0.2p

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

350
180
250
150

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Design of Steel Structure
Bearing stiffeners are provided ati) the supportsii) the mid spaniii) the point of application of concentrated loads The correct answer is

both (i) and (iii)
both (i) and (ii)
(i), (ii) and (iii)
only (i)

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