Civil Engineering MCQs

Page No. 207

The degree of indeterminacy of the frame in the given figure, is______________?


aZero


b1


c2


d3


View Answer 1

The force in BC of the truss shown in the given figure, is___________________?


a 3.0 t compression


b3.0 t tension


c t tension


d t compression


View Answer t tension

constant, depth of a cantilever of length of uniform strength loaded with Keeping breadth uniformly distributed load varies from zero at the free end and________________?


a2w w l at the fixed end


b at the fixed end


c at the fixed end


d at the fixed end


View Answer at the fixed end

A cantilever of length is subjected to a bending moment at its free end. If EI is the flexural rigidity of the section, the deflection of the free end, is_________________?


a ML/EI


bML/2EI


cML²/2EI


d ML²/3EI


View Answer ML²/3EI

Maximum shear stress theory for the failure of a material at the elastic limit, is known________________?


aGuest’s or Trecas’ theory


b St. Venant’s theory


c Rankine’s theory


dHaig’s theory



A close coil helical spring when subjected to a moment M having its axis along the axis of the helix_________________?


aIt is subjected to pure bending


bIts mean diameter will decrease


cIts number of coils will increase


dAll the above



Maximum strain theory for the failure of a material at the elastic limit, is known as_______________?


aGuest’s or Trecas’ theory


bSt. Venant’s theory


c Rankine’s theory


d Haig’s theory


View Answer St. Venant’s theory

A two hinged parabolic arch of span l and rise h carries a load varying from zero at the left end to________________?


a/4h thrust is


b/8h


c/12h


d/16h


View Answer /16h

A composite beam is composed of two equal strips one of brass and other of steel. If the temperature is raised___________________?


aSteel experiences tensile force


bBrass experiences compressive force


cComposite beam gets subjected to a couple


dAll the above


View Answer All the above

Pick up the correct statement from the following?


aThe bending stress in a section is zero at its neutral axis and maximum at the outer fibres


bThe shear stress is zero at the outer fibres and maximum at the neutral axis


cThe bending stress at the outer fibres, is known as principal stress


d All the above


View Answer All the above

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