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Design of Steel Structure

Design of Steel Structure
Pitch of tacking rivets, when double angles connected back to back and acting as tension members should not be more than

300 mm
600 mm
1000 mm
500 mm

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Design of Steel Structure
The number of seismic zones in which the country has been divided are

8
7
6
5

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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 portal bracing in a truss bridge is used to

Stiffen the structure laterally
Prevent the sides-way buckling of top chord
Keep the rectangular shape of the bridge cross-section
Transfer load from top of end posts to bearings

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Design of Steel Structure
Bolts are most suitable to carry

shear and bending
bending
axial tension
shear

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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/4
d/2
2d/3

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