Test: Structures - GATE MCQ

What will be the kinematic Indeterminacy for the structure,

Find force in AD.

If number, CD has been fabricated 10 mm short, by how much will point C deflect vertically?

What is Shear force at section X-X in three hinged frame shown,

Assertion: In analysis of rigid frames, usual practice is to consider strain energy due to flexure only.

Reason: Strain Energy due to axial & shear force are usually quite small compared to that of flexure.

Find the strain energy stored in beam,

What is horizontal deflection at free end C.

A single bay frame (Single storey) has hinged left support & fixed right support. It is loaded with udl on beam.
Find the correct statement.

Find the fixed end moments,

A uniform beam of length 2L & flexural rigidity EI is fixed at both the ends. What is moment required for unit rotation at centre of span.

Propped cantilever AB carries a udl of q/unit length.

Fixed beam AB with central hinge C, is built of two components. AC is rigid and CB has a moment of inertia I. When support A yields and rotates by θ,what is moment at B?

Find the relative displacement of A & B.

EI = constant

For the semicircular arch shown in figure, moment of 30 t-cm applied at B produces a displacement of 0.5 cm at A. If a concentrated load of 10t is applied at A, the rotation at B will be

For propped cantilever, influence line for reaction at end B is given by y = f(x)

The influence line ordinate (y') for moment at A is given by

What is ordinate of influence line at B for reaction R₀ in figure below

Find the flexibility coefficient f₁₂ for continous beam shown,

Find the moment developed at the fixed end D. Assume the beam to have infinite rigidity. The end moment at D is ____ kNm.

Moment Distribution factors for joints B & C are respectively.

Find the reaction at B due to the given loading in the beam.

Which of the following is ILD for force in DG?

Find the bending moment of at the section X - X. In the given structure. All joints are rigid.