167) The diameter of base of conical flare of a steel stack is[where d is the diameter of the cylindrical part]

less than d

equal to d

more than d

any of the above

Answer is:

more than d

Structural Engineering II MCQ with Answers

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168) Hudson′s formula gives the dead weight of a truss bridge as a function of

bottom chord area

top chord area

effective span of bridge

heaviest axle load of engine

Answer is:

bottom chord area

169) If the loaded length of span in meters of a railway steel bridge carrying a single track is 6 m, then impact factor is taken as

0.5

between 0.5 and 1.0

Answer is:

between 0.5 and 1.0

170) If the floor is supported at or near the bottom but top chords of a bridge are not braced, then the bridge is called

deck type

through type

half through type

double deck type

Answer is:

half through type

171) The centrifugal force due to curvature of track is assumed to act on the bridge at a height of

1.23 m above the rail level

1.50 m above the rail level

1.83 m above the rail level

2.13 m above the rail level

Answer is:

1.83 m above the rail level

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167) The diameter of base of conical flare of a steel stack is[where d is the diameter of the cylindrical part]

more than d

Structural Engineering II MCQ with Answers

Related Structural Engineering II MCQ with Answers

168) Hudson′s formula gives the dead weight of a truss bridge as a function of

bottom chord area

169) If the loaded length of span in meters of a railway steel bridge carrying a single track is 6 m, then impact factor is taken as

between 0.5 and 1.0

170) If the floor is supported at or near the bottom but top chords of a bridge are not braced, then the bridge is called

half through type

171) The centrifugal force due to curvature of track is assumed to act on the bridge at a height of

1.83 m above the rail level

Structural Engineering II MCQ with Answers