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Design of Steel Structure

Design of Steel Structure
According to IS Specifications, the effective length of a column effectively held in position at both ends and restrained in direction at one end is taken as

1.5 L
0.8 L
0.67 L
L

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

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

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Design of Steel Structure
Angle of inclination of the lacing bar with the longitudinal axis of the column should preferably be between

40° to 70°
90°
10° to 30°
30° to 40°

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Design of Steel Structure
Bearing stiffeners are provided at i) the supports ii) the mid span iii) the point of application of concentrated loads The correct answer is

both (i) and (ii)
both (i) and (iii)
(i), (ii) and (iii)
only (i)

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Design of Steel Structure
If the thickness of thinnest outside plate is 10 mm, then the maximum pitch of rivets in tension will be taken as

160 mm
162 mm
163 mm
161 mm

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Design of Steel Structure
In the cross-section of a weld, throat is the

average dimension
minimum dimension
maximum dimension
None of these

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