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Engineering
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Civil Set-1
Structural Engineering III
127

Structural Engineering III MCQ with Answers

127) The Castigliano′s second theorem can be used to compute deflections

in statically determinate structures only

for any type of structure

at the point under the load only

for beams and frames only

Answer is:

for any type of structure

Structural Engineering III MCQ with Answers

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Related Structural Engineering III MCQ with Answers

128) Bending moment at any section in a conjugate beam gives in the actual beam

slope

curvature

deflection

bending moment

Answer is:

deflection

129) For a two-hinged arch, if one of the supports settles down vertically, then the horizontal thrust

is increased

is decreased

remains unchanged

becomes zero

Answer is:

remains unchanged

130) For a symmetrical two hinged parabolic arch, if one of the supports settles horizontally, then the horizontal thrust

is increased

is decreased

remains unchanged

becomes zero

Answer is:

is decreased

131) A single rolling load of 8 kN rolls along a girder of 15 m span. The absolute maximum bending moment will be

8 kN.m

15 kN.m

30 kN.m

60 kN.m

Answer is:

30 kN.m

Structural Engineering III MCQ with Answers

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