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

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Design of Steel Structure
Hudson’s formula gives the dead weight of a truss bridge as a function of

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

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Design of Steel Structure
Normally, the angle of roof truss with asbestos sheets should not be less than

30°
26/2°
35°
40°

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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)

4t
6t
3t
8t

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Design of Steel Structure
The effective length of a battened strut effectively held in position at both ends but not restrained in direction is taken as

1.5 L
1.3 L
1.8 L
1.1 L

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