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Design of Steel Structure

Design of Steel Structure
A steel beam supporting loads from the floor slab as well as from wall is termed as

header beam
lintel beam
spandrel beam
stringer beam

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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
Pitch of tacking rivets, when double angles connected back to back and acting as tension members should not be more than

1000 mm
500 mm
600 mm
300 mm

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Design of Steel Structure
Study the following statements.i) Top lateral bracing prevents the sidesway buckling of the chord.ii) Sway bracing keeps the rectangular shape of the bridge cross-section.iii) Sway bracing transfers the load from top of end posts to bearings.The correct answer is

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

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Design of Steel Structure
Which of the following types of riveted joint is free from bending stresses ?

lap joint
None of these
butt joint with double cover plates
butt joint with single cover plate

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Design of Steel Structure
In case of timber structures, the form factor for solid circular cross-section is taken as

1.18
1.81
1.414
1.67

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