Sub:Finite element methods
[A] conduction
[B] convection
[C]Radiation
[D] all of the above
[A] Isoparametric
[B] Subparametric
[C] Superperametric
[D] QST
[A] Nodes
[B] Nodal points
[C] Nodal displacements
[D] Elements
[A] transformed axis
[B] non-dimensional axis
[C] natural coordinates
[D] All
[A] linear strain triangular element
[B] constant strain triangular element
[C] varaiable strain triangular element
[D] differable strain triangular element
[A] conduction
[B] convection
[C] Radiation
[D] ∆T
[A]F=KT
[B] F=KP
[C] F=KU
[D] F=KZ
[A] [B]T [D][B]2πrt
[B] [D]T [D][B]At
[C] [B]T [D][L] 2πrt
[D] [B]T [D][B]At
[A] Zero
[B] -1
[C] +1
[D] 2
[A] Regular
[B] Ir-regular
[C] Sub
[D] Super
[A] 1D
[B] 2D
[C] 3D
[D] 4D
[A] heat transfer
[B] temperature
[C] Potential
[D] All of the above
[A] Nodes
[B] Nodal points
[C] Nodal displacements
[D] Elements
[A] 3
[B] 4
[C] 5
[D] 6
[A] Nature of element
[B] type of an element
[C] degrees of freedom
Option 4
[A] complex elements
[B] compound element
[C] linear element
Option 4
[A] u = N1u2 + N2u1
[B] u = N2 u1 + N1u2
[C] u = N1u1+N2u2
[D] u = N1u1+N1u2
[A] structural mechanics
[B]classical mechanics
[C] applied mechanics
[D] engg mecahnics
[A] analytical
[B] logical
[C] theoritical
[D] All the above
[A] 1
[B] 2
[C] 3
[D]0