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Design of Steel Structure

Design of Steel Structure
If the thickness of thinnest outside plate is 10 mm, then the maximum pitch of rivets in tension will be taken as

163 mm
161 mm
162 mm
160 mm

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Design of Steel Structure
Minimum spacing of vertical stiffeners is limited to (where d is the distance between flange angles)

d/3
d/2
2d/3
d/4

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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)

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

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Design of Steel Structure
For rivets in tension with counter-sunk heads, the tensile value shall be

increased by 25 %
reduced by 33.3%
increased by 33.3 %
reduced by 25 %

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Design of Steel Structure
The overlap of batten plates with the main members in welded connections should be more than (where t = thickness of the batten plate)

6t
3t
4t
8t

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

Moment
Slope
Load
Displacement

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MORE MCQ ON Design of Steel Structure

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