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Design of Steel Structure

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

minimum depth
maximum weight
minimum weight
minimum thickness of web

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Design of Steel Structure
According to IS Specifications, the maximum pitch of rivets in compression is (where t is thickness of thinnest outside plate or angle)

lesser of 200 mm and 12 t
lesser of 300 mm and 32 t
lesser of 200 mm and 161
lesser of 3 00 mm and 24 t

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Design of Steel Structure
Other conditions being same, the load factor in indeterminate structures is

Unpredictable
Equal to load factor in determinate structures
Less than the load factor in determinate structures
More than the load factor in determinate structures

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Design of Steel Structure
The maximum slenderness ratio of a compression member carrying both dead and superimposed load is

190
180
150
200

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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)

zero
±0.7p
± 0.5 p
±0.2p

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

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

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