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Design of Steel Structure

Design of Steel Structure
Minimum spacing of vertical stiffeners is limited to (where d is the distance between flange angles)

d/2
2d/3
d/4
d/3

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Design of Steel Structure
In case of timber structures, the simple bending formula M = fz may be applied for

rectangular beams up to 300 mm depth
all square cross-section beams
all rectangular beams
solid circular beams only

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Design of Steel Structure
A butt weld is specified by

size of weld
penetration thickness
plate thickness
effective throat thickness

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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
1.0 mm
2.5 mm
1.5 mm

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

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

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Design of Steel Structure
The diameter of base of conical flare of a steel stack is (where d is the diameter of the cylindrical part)

Any of these
less than d
equal to d
more than d

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