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Design of Steel Structure

Design of Steel Structure
Angle of inclination of the lacing bar with the longitudinal axis of the column should preferably be between

10° to 30°
90°
30° to 40°
40° to 70°

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Design of Steel Structure
The least dimension in case of a circular column of diameter D is taken as

0.5 D
0.88 D
0.78 D
0.68 D

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

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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

160 mm
161 mm
163 mm
162 mm

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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 height
decrease in h/t ratio
decrease in thickness
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

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

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