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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

lintel beam
stringer beam
spandrel beam
header beam

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Design of Steel Structure
The relation between intensity of wind pressure p and velocity of wind V is taken as

p a (1/V)
paV2
pa V
paV”2

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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
Double deck type
Deck type

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Design of Steel Structure
Normally, the angle of roof truss with asbestos sheets should not be less than

35°
30°
40°
26/2°

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Design of Steel Structure
The forces acting on the web splice of a plate girder are

Axial and bending forces
Axial forces
Shear and axial forces
Shear and bending forces

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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)

±0.7p
± 0.5 p
±0.2p
zero

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