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Design of Steel Structure

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

162 mm
163 mm
161 mm
160 mm

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Design of Steel Structure
The risk coefficient k, depends on

both (a) and (b)
mean probable design life of structures
None of these
basic wind speed

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Design of Steel Structure
The diameter of base of conical flare of a steel stack is (where d is the diameter of the cylindrical part)

less than d
Any of these
more than d
equal to d

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Design of Steel Structure
The heaviest I-section for same depth is

ISWB
ISHB
ISLB
ISMB

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

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

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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

0.67 L
1.5 L
0.8 L
L

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