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Design of Steel Structure

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

1.75 d
1.25 d
1.33 d
1.5 d

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Design of Steel Structure
Lug angles

are used to reduce the length of connection.
All listed here
are unequal angles.
increases shear lag.

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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

0.8 L
0.67 L
1.5 L
L

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Design of Steel Structure
The external wind pressure acting on a roof depends on

degree of permeability of roof
both (a) and (b)
None of these
slope of roof

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Design of Steel Structure
Pitch of tacking rivets, when double angles connected back to back and acting as tension members should not be more than

1000 mm
600 mm
300 mm
500 mm

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Design of Steel Structure
Horizontal stiffener in a plate girder is provided to safeguard against

All of these
shear buckling of web plate
compression buckling of web plate
yielding

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