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Design of Steel Structure

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

0.67 L
L
0.8 L
1.5 L

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

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

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Design of Steel Structure
Minimum spacing of vertical stiffeners is limited to (where d is the distance between flange angles)

d/2
d/3
2d/3
d/4

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Design of Steel Structure
Gantry girders are designed to resist

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

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Design of Steel Structure
For the buildings having a low permeability, the internal wind pressure acting normal to the wall and roof surfaces is taken as (where p is basic wind pressure)

± 0.5 p
±0.7p
±0.2p
zero

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Design of Steel Structure
The slenderness ratio of lacing bars should not exceed

100
145
180
120

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