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Design of Steel Structure

Design of Steel Structure
Economical depth of a plate girder corresponds to

minimum depth
minimum weight
maximum weight
minimum thickness of web

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Design of Steel Structure
As compared to field rivets, the shop rivets are

weaker
stronger
Any of these
equally strong

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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
zero
±0.7p
±0.2p

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Design of Steel Structure
In case of timber structures, the simple bending formula M = fz may be applied for

solid circular beams only
all rectangular beams
all square cross-section beams
rectangular beams up to 300 mm depth

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Design of Steel Structure
Rivets connecting flange angles to cover plates in a plate girder are subjected to

Horizontal shear only
Vertical load only
C. Both (A) and (B)
None of these

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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
Double deck type
Deck type
Through type

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