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Design of Steel Structure

Design of Steel Structure
To minimize the total cost of a roof truss, the ratio of the cost of truss to the cost of purlins shall be

3
2
5
4

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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
header beam
spandrel beam

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Design of Steel Structure
The use of tie plates in laced columns is

prohibited
permitted between two parts of the lacing
not prohibited
permitted at start and end of lacing system only

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

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

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Design of Steel Structure
Normally, the angle of roof truss with asbestos sheets should not be less than

26/2°
35°
40°
30°

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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

27 mm
16 mm
20 mm
24 mm

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