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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)

1.33 d
1.75 d
1.25 d
1.5 d

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Design of Steel Structure
The least dimension in case of a circular column of diameter D is taken as

0.68 D
0.78 D
0.88 D
0.5 D

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Design of Steel Structure
The mechanism method of plastic analysis satisfies

equilibrium and mechanism conditions
equilibrium condition only
mechanism and plastic moment conditions
equilibrium and plastic moment conditions

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Design of Steel Structure
For a standard 45° fillet, the ratio of size of fillet to throat thickness is

2: 1
1:1
V2 : 1
1 : V2

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Design of Steel Structure
The web crippling due to excessive bearing stress can be avoided by

None of these
increasing the web thickness
providing suitable stiffeners
increasing the length of the bearing plates

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Design of Steel Structure
Gantry girders are designed to resist

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

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