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Design of Steel Structure

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)

±0.7p
zero
±0.2p
± 0.5 p

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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

Double deck type
Deck type
Half through type
Through type

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Design of Steel Structure
If the 20 mm rivets are used in lacing bars, then the minimum width of lacing bar should be

80mm
60mm
40mm
100mm

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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

300 mm
500 mm
1000 mm
600 mm

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Design of Steel Structure
The range of economical spacing of trusses varies from

L/4to2L/5
L/3 to L/2
2L/5 to 3L/5 where L is span
L/3 to L/5

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Design of Steel Structure
Shear buckling of web in a plate girder is prevented by using

horizontal stiffener at neutral axis
None of these
vertical intermediate stiffener
bearing stiffener

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