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


b infinite length


czero moment of inertia


dnone of the above


View Answer zero length

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


aslope


bcurvature


cdeflection


dbending moment


View Answer deflection

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


a is increased


b is decreased


cremains unchanged


dbecomes zero


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


balways occurs under a wheel load


cnever occurs under a wheel load


d none of the above



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


b the tail of the load reaches the section


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


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


bcolumn analogy method


cmoment distribution method


d none of the above


View Answer column analogy method

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


adisplacements


bforce


cdisplacements and forces


d none of the above


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


b0.20 Wl


c 0.24 Wl


d 0.25 Wl


View Answer 0.24 Wl

Select the correct statement?


aFlexibility matrix is a square symmetrical matrix


b Stiffness matrix is a square symmetrical matrix


cboth A. and B.


dnone of the above


View Answer both A. and B.

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


atrusses


bstatically determinate beams and frames


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


dAll of the above


View Answer All of the above

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