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Design of Steel Structure

Design of Steel Structure
Lug angles

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

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Design of Steel Structure
The effective length of a battened column is increased by

15%
20%
5%
10%

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Design of Steel Structure
The effective length of a fillet weld should not be less than

Two times the weld size
Four times the weld size
Six times the weld size
Weld size

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Design of Steel Structure
Hudson’s formula gives the dead weight of a truss bridge as a function of

bottom chord area
effective span of bridge
top chord area
heaviest axle load of engine

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Design of Steel Structure
The ratio of plastic section modulus to elastic section modulus

can be less than 1
is always less than 1
is always greater than 1
is equal to 1

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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)

±0.7p
±0.2p
zero
± 0.5 p

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