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Design of Steel Structure

Design of Steel Structure
The maximum slenderness ratio of a compression member carrying both dead and superimposed load is

200
180
190
150

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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)

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

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

ISMB
ISHB
ISWB
ISLB

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Design of Steel Structure
Minimum pitch provided in riveted steel tanks is (where d is diameter of rivets)

3.0 d
1.5 d
2.0 d
2.5 d

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Design of Steel Structure
Rivets connecting flange angles to cover plates in a plate girder are subjected to

Horizontal shear only
C. Both (A) and (B)
None of these
Vertical load only

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Design of Steel Structure
Other conditions being same, the load factor in indeterminate structures is

Less than the load factor in determinate structures
Unpredictable
Equal to load factor in determinate structures
More than the load factor in determinate structures

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