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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)

±0.2p
zero
± 0.5 p
±0.7p

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Design of Steel Structure
When the axis of load lies in the plane of rivet group, then the rivets are subjected to

only shear stresses
both (a) and (b)
only tensile stresses
None of these

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Design of Steel Structure
To minimize the total cost of a roof truss, the ratio of the cost of truss to the cost of purlins shall be

3
4
5
2

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

1.67
1.18
1.81
1.414

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Design of Steel Structure
Generally the purlins are placed at the panel points so as to avoid

Shear force in rafter
Bending moment in rafter
Deflection of rafter
Axial force in rafter

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Design of Steel Structure
compression force in two end posts The pin of a rocker bearing in a bridge is designed for

bending and shear
bearing and shear
bearing and bending
bearing, shear and bending

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