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Design of Steel Structure

Design of Steel Structure
For a standard 45° fillet, the ratio of size of fillet to throat thickness is

2: 1
V2 : 1
1:1
1 : V2

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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 net area
105.5 MPa on gross area

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Design of Steel Structure
The risk coefficient k, depends on

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

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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
± 0.5 p
±0.7p
±0.2p

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Design of Steel Structure
The effective length of a battened column is increased by

15%
5%
20%
10%

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Design of Steel Structure
If the thickness of plate to be connected by a rivet is 16 mm, then suitable size of rivet as per Unwin’s formula will be

20 mm
27 mm
16 mm
24 mm

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