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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

1000 mm
500 mm
300 mm
600 mm

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Design of Steel Structure
According to IS:800, in the Merchant Rankine formula the value of imperfection index (n) is

1.4
1
2
1.8

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Design of Steel Structure
Bending compressive and tensile stresses respectively are calculated based on

gross area and net area
gross area in both cases
net area in both cases
net area and gross area

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

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

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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?

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

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Design of Steel Structure
Bolts are most suitable to carry

bending
shear and bending
shear
axial tension

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