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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

500 mm
600 mm
300 mm
1000 mm

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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

0.8 L
L
1.5 L
0.67 L

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Design of Steel Structure
If the 20 mm rivets are used in lacing bars, then the minimum width of lacing bar should be

80mm
100mm
60mm
40mm

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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
0.5 D
0.68 D
0.78 D

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Design of Steel Structure
When the bolts are subjected to reversal of stresses, the most suitable type of bolt is

turned and fitted bolt
high strength bolt
black bolt
ordinary unfinished bolt

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Design of Steel Structure
Horizontal stiffener in a plate girder is provided to safeguard against

yielding
shear buckling of web plate
compression buckling of web plate
All of these

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