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Design of Steel Structure

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

ISLB
ISHB
ISWB
ISMB

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Design of Steel Structure
A circular column section is generally not used in actual practice because

it is uneconomical
All of these
it is difficult to connect beams to the round sections
it cannot carry the load safely

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Design of Steel Structure
The basic wind speed is specified at a height ‘h’ above mean ground level in an open terrain. The value of ’h’ is

20 m
40 m
10 m
30 m

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Design of Steel Structure
A steel beam supporting loads from the floor slab as well as from wall is termed as

lintel beam
header beam
spandrel beam
stringer beam

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

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

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