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Design of Steel Structure

Design of Steel Structure
The effect of racking forces is considered in the design of i) lateral braces ii) chord members The correct answer is

only (i)
both (i) and (ii)
None of these
only (ii)

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Design of Steel Structure
The maximum permissible span of asbestos cement sheets is

650 mm
810 mm
1680 mm
1250 mm

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Design of Steel Structure
According to IS Specifications, the effective length of a column effectively held in position at both ends and restrained in direction at one end is taken as

1.5 L
0.67 L
0.8 L
L

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Design of Steel Structure
The internal pressure coefficient on walls for buildings with large permeability is taken as

± 0.7
0
±0.5
± 0.2

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

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Design of Steel Structure
Bolts are most suitable to carry

axial tension
shear
bending
shear and bending

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