Correct Answer:
Hourglassing
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Correct Answer:
Both A and B
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Correct Answer:
E^k
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Higher
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4
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Constant
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TRUE
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TRUE
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Quadrature
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1915
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Definite integral
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Integration point
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TRUE
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Normal strains
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0.125*10^6psi
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2- direction and 1- direction
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Plane of symmetry
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Orthotropic
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TRUE
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3
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Wood
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Transversely isotropic
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TRUE
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Variation
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Non zero elements are contained in band
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Superscript
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Unknown
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TRUE
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Gauss–Jordan elimination
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3
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All of the above
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Row reduction
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Matrix inversion
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All of the above
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Cholesky
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Positive definite
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FALSE
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TRUE
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Identity matrix
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Order
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Matrix algebra
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Both A and B
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Post processing
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σ = E (Bq - α Δt)
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10000
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R = -C (Q-a)
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(1/2) * Force * Deflection
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Strain energy + Work potential
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R=KQ-F
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1
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Correct Answer:
More
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More
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10
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Correct Answer:
8
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Correct Answer:
4
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Infinite
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Transient problems
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Pressure distribution
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Temperature
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Modal analysis
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AutoCAD
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Very large
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K is a banded matrix
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The minimum potential energy principle
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Axisymmetric shells
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Global coordinate system
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Plane stress
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Shape functions
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Aspect ratio
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Inverse matrix method
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Modules
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All of the mentioned
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3
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All of the mentioned
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2D
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All of the mentioned
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8
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0
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Correct Answer:
Truss element
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Axial direction
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Axial force
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Boundary condition
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Shape function
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33
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Triangle
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Material and geometry
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Approximate numerical solution
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2
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Elements
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0
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Engineering mechanics
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KQ=F
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Degrees of freedom
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6
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Correct Answer:
1
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Discretization
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Finite elements
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Bar
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Quadrilateral
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Tetrahedron
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