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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

1.5 L
1.8 L
1.1 L
1.3 L

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Design of Steel Structure
By providing sufficient edge distance, which of the following failures of riveted joint can be avoided ?

crushing failure of the rivet
tension failure of the plate
shear failure of the plate
shear failure of the rivet

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Design of Steel Structure
Steel tanks are mainly designed for

water pressure
wind pressure
earthquake forces
weight of tank

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Design of Steel Structure
Pitch of tacking rivets, when double angles connected back to back and acting as tension members should not be more than

500 mm
600 mm
300 mm
1000 mm

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

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

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Design of Steel Structure
The forces acting on the web splice of a plate girder are

Shear and axial forces
Axial forces
Shear and bending forces
Axial and bending forces

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