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Design of Steel Structure

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

10%
5%
15%
20%

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Design of Steel Structure
The connection of intermediate vertical stiffeners to the web, not subjected to external loads, shall be designed for a minimum shear force (kN/m) of (where, t = the web thickness in mm h = the outstand of stiffener in mm)

175 t2/h
75 t2/h
125 t2/h
125 t2/h

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

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

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

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

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Design of Steel Structure
The statical method of plastic analysis satisfies

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

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Design of Steel Structure
The range of economical spacing of trusses varies from

L/3 to L/2
L/3 to L/5
L/4to2L/5
2L/5 to 3L/5 where L is span

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