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Design of Steel Structure

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

1.1 L
1.5 L
1.3 L
1.8 L

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Design of Steel Structure
The ratio of plastic section modulus to elastic section modulus

can be less than 1
is always less than 1
is equal to 1
is always greater than 1

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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
1.414
1.81
1.18

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Design of Steel Structure
If the loaded length of span in meters of a railway steel bridge carrying a single track is 6 m, then impact factor is taken as

0.5
1.0
between 0.5 and 1.0
0

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

35°
30°
26/2°
40°

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Design of Steel Structure
Area of openings for buildings of large permeability is more than

20% of wall area
50% of wall area
30% of wall area
10% of wall area

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