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Design of Steel Structure

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

40 m
10 m
30 m
20 m

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

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

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Design of Steel Structure
Gantry girders are designed to resist

longitudinal loads and vertical loads
lateral and longitudinal loads
lateral loads
lateral, longitudinal and vertical loads

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

ISLB
ISWB
ISHB
ISMB

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Design of Steel Structure
The maximum spacing of vertical stiffeners is (where d is the distance between flange angles)

1.25 d
1.75 d
1.33 d
1.5 d

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Design of Steel Structure
Shear buckling of web in a plate girder is prevented by using

None of these
horizontal stiffener at neutral axis
vertical intermediate stiffener
bearing stiffener

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