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Design of Steel Structure

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

120
100
145
180

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Design of Steel Structure
In case of plastic design, the calculated maximum shear capacity of a beam as per IS:800 shall be (where, Aw = effective cross-sectional area resisting shear fy = yield stress of the steel)

0.75 Awfy
0.65 Awfy
0.55 Awfy
0.85 Awfy

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Design of Steel Structure
Which of the following conditions is to be satisfied both in elastic and plastic analysis ?

mechanism condition
plastic moment condition
yield condition
equilibrium condition

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

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Design of Steel Structure
The live load for a sloping roof with slope 15°, where access is not provided to roof, is taken as

1.35 kN/m2
0.75 kN/m2
0.65 kN/m2
1.50 kN/m2

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Design of Steel Structure
In the virtual work method, the virtual quantity is

Slope
Displacement
Moment
Load

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