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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

300 mm
500 mm
600 mm
1000 mm

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Design of Steel Structure
In case of timber structures, the simple bending formula M = fz may be applied for

all rectangular beams
all square cross-section beams
rectangular beams up to 300 mm depth
solid circular beams only

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Design of Steel Structure
A butt weld is specified by

penetration thickness
size of weld
plate thickness
effective throat thickness

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Design of Steel Structure
The live load for a sloping roof with slope 15°, where access is not provided to roof, is taken as

0.75 kN/m2
1.35 kN/m2
1.50 kN/m2
0.65 kN/m2

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Design of Steel Structure
For a compression member with double angle section, which of the following section will give larger value of minimum radius of gyration?

unqual legged angles with long legs back to back
equal angles back to back
unequal legged angles with short legs back to back
both (b) or (c)

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Design of Steel Structure
Study the following statements.i) Top lateral bracing prevents the sidesway buckling of the chord.ii) Sway bracing keeps the rectangular shape of the bridge cross-section.iii) Sway bracing transfers the load from top of end posts to bearings.The correct answer is

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

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