Select the correct option, The given structure is,
Three consecutive hinges form a mechanism.
Find the degree of indeterminacy
Find the external indeterminacy,
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.
Weaker column is left column, so sway towards left.
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.
Due to Δ sway,
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?
Member DG will experience force only where is some load at joint G.
This will happen when unit load is in panel FG or GL.
Find the bending moment of at the section X - X. In the given structure. All joints are rigid.
Hence BM = 0 everywhere