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Design of Steel Structure

Design of Steel Structure
A butt weld is specified by

size of weld
plate thickness
effective throat thickness
penetration thickness

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Design of Steel Structure
Intermediate vertical stiffeners in a plate girder need be provided if the depth of web exceeds (where t is thickness of web)

85 t
50 t
250 t
200 t

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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
Bolts are most suitable to carry

bending
shear and bending
shear
axial tension

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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

2.0 mm
1.5 mm
1.0 mm
2.5 mm

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Design of Steel Structure
A circular column section is generally not used in actual practice because

it is uneconomical
All of these
it is difficult to connect beams to the round sections
it cannot carry the load safely

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