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Design of Steel Structure

Design of Steel Structure
The heaviest I-section for same depth is

ISMB
ISLB
ISHB
ISWB

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Design of Steel Structure
The allowable tensile stress in structural mild steel plates for steel tank is assumed as

150.0 MPa on gross area
95.0 MPa on net area
105.5 MPa on gross area
105.5 MPa on net area

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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

10 m
40 m
30 m
20 m

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Design of Steel Structure
The number of seismic zones in which the country has been divided are

6
7
8
5

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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
zero
±0.7p
±0.2p

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Design of Steel Structure
The difference between gross diameter and nominal diameter for the rivets up to 25 mm diameter is

1.5 mm
2.5 mm
1.0 mm
2.0 mm

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