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Design of Steel Structure

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

600 mm
1000 mm
300 mm
500 mm

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Design of Steel Structure
Other conditions being same, the load factor in indeterminate structures is

Less than the load factor in determinate structures
Unpredictable
More than the load factor in determinate structures
Equal to load factor in determinate structures

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Design of Steel Structure
When the axis of load lies in the plane of rivet group, then the rivets are subjected to

only tensile stresses
both (a) and (b)
None of these
only shear stresses

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

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Design of Steel Structure
The effective length of a battened column is increased by

20%
10%
15%
5%

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Design of Steel Structure
Battening is preferable when the i) column carries axial load only ii) space between the two main components is not very large iii) column is eccentrically loaded The correct answer is

(ii) and (iii)
only (i)
(i) and (ii)
only (iii)

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