Civil Engineering MCQs

Page No. 115

While using three moments equation, a fixed end of a continuous beam is replaced by an additional span of__________________?


a zero length

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b infinite length

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czero moment of inertia

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dnone of the above

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View Answer zero length

Bending moment at any section in a conjugate beam gives in the actual beam_________________?


aslope

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bcurvature

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cdeflection

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dbending moment

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View Answer deflection

For a symmetrical two hinged parabolic arch, if one of the supports settles horizontally, then the horizontal thrust__________________?


a is increased

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b is decreased

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cremains unchanged

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dbecomes zero

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View Answer is decreased

The maximum bending moment due to a train of wheel loads on a simply supported girder_________________?


a always occurs at centre of span

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balways occurs under a wheel load

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cnever occurs under a wheel load

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d none of the above

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When a uniformly distributed load, shorter than the span of the girder, moves from left to right, then the conditions for maximum bending moment at a section is that___________________?


a the head of the load reaches the section

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b the tail of the load reaches the section

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cthe load position should be such that the section divides it equally on both sides

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dthe load position should be such that the section divides the load in the same ratio as it divides thethe load position should be such that the section divides the load in the same ratio as it divides the

✓



Which of the following methods of structural analysis is a force method ?


aslope deflection method

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bcolumn analogy method

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cmoment distribution method

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d none of the above

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View Answer column analogy method

In the displacement method of structural analysis, the basic unknowns are__________________?


adisplacements

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bforce

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cdisplacements and forces

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d none of the above

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View Answer displacements

A load ‘W is moving from left to right support on a simply supported beam of span T. The maximum bending moment at 0.4 1 from the left support is___________________?


a0.16 Wl

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b0.20 Wl

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c 0.24 Wl

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d 0.25 Wl

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View Answer 0.24 Wl

Select the correct statement?


aFlexibility matrix is a square symmetrical matrix

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b Stiffness matrix is a square symmetrical matrix

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cboth A. and B.

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dnone of the above

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View Answer both A. and B.

Muller Breslau’s principle for obtaining influence lines is applicable to___________________?


atrusses

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bstatically determinate beams and frames

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cstatically indeterminate structures, the material of which is elastic and follows Hooke’s law

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dAll of the above

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View Answer All of the above

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