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Design of Steel Structure

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

145
180
100
120

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Design of Steel Structure
Economical depth of a plate girder corresponds to

maximum weight
minimum weight
minimum depth
minimum thickness of web

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Design of Steel Structure
Bolts are most suitable to carry

shear
bending
axial tension
shear and bending

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Design of Steel Structure
Battening is preferable when thei) column carries axial load onlyii) space between the two main components is not very largeiii) column is eccentrically loaded The correct answer is

only (i)
only (iii)
(ii) and (iii)
(i) and (ii)

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Design of Steel Structure
Maximum pitch of rivets, used in steel stacks, is limited to (where t is thickness of thinner plate being connected)

101
121
161
6t

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Design of Steel Structure
The allowable shear stress in the web of mild steel beams decreases with (where ‘h’ is height and t is thickness)

increase in h/t ratio
decrease in thickness
decrease in h/t ratio
increase in height

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