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Design of Steel Structure

Design of Steel Structure
The best arrangement to provide unified behaviour in built up steel columns is by

battening
lacing
tie plates
perforated cover plates

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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
In case of timber structures, the simple bending formula M = fz may be applied for

all rectangular beams
all square cross-section beams
solid circular beams only
rectangular beams up to 300 mm depth

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Design of Steel Structure
Lug angles

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

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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
1.33 d
1.75 d
1.5 d

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

180
200
150
190

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