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Design of Steel Structure

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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Design of Steel Structure
Economical depth of a plate girder corresponds to

maximum weight
minimum weight
minimum depth
minimum thickness of web

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

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Design of Steel Structure
The least dimension in case of a circular column of diameter D is taken as

0.88 D
0.78 D
0.5 D
0.68 D

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Design of Steel Structure
The effective length of a battened strut effectively held in position at both ends but not restrained in direction is taken as

1.8 L
1.5 L
1.3 L
1.1 L

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Design of Steel Structure
Generally the purlins are placed at the panel points so as to avoid

Axial force in rafter
Deflection of rafter
Bending moment in rafter
Shear force in rafter

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