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Design of Steel Structure

Design of Steel Structure
Steel tanks are mainly designed for

water pressure
earthquake forces
weight of tank
wind pressure

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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
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
±0.7p
zero
±0.2p

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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

Deck type
Double deck type
Half through type
Through type

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Design of Steel Structure
The risk coefficient k, depends on

both (a) and (b)
basic wind speed
mean probable design life of structures
None of these

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Design of Steel Structure
The basic wind speed is specified at a height ‘h’ above mean ground level in an open terrain. The value of ’h’ is

30 m
10 m
40 m
20 m

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