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Design of Steel Structure

Design of Steel Structure
In case of timber structures, the form factor for solid circular cross-section is taken as

1.81
1.18
1.67
1.414

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

ISHB
ISWB
ISMB
ISLB

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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
equal to d
more than d

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Design of Steel Structure
The slenderness ratio of a column supported throughout its length by a masonry wall is

100
10
infinity
zero

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Design of Steel Structure
The allowable shear stress in the web of mild steel beams decreases with (where ‘h’ is height and t is thickness)

decrease in h/t ratio
increase in height
increase in h/t ratio
decrease in thickness

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Design of Steel Structure
Efficiency of a riveted joint, having the minimum pitch as per IS : 800, is

50%
60%
40%
30%

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