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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
perforated cover plates
tie plates

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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

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

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

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

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Design of Steel Structure
Shear buckling of web in a plate girder is prevented by using

horizontal stiffener at neutral axis
None of these
vertical intermediate stiffener
bearing stiffener

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Design of Steel Structure
The basic wind speed is specified at a height ‘h’ above mean ground level in an open terrain. The value of ’h’ is

10 m
30 m
20 m
40 m

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Design of Steel Structure
compression force in two end posts The pin of a rocker bearing in a bridge is designed for

bearing and shear
bearing and bending
bearing, shear and bending
bending and shear

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