Q.1.
For A1=A2=A3=what is the value of the shape function at node 1 of the element shown?
Q.2.
In a solid of revolution, if the geometry, support conditions, loads, and material properties are all symmetric about the axis and are independent of θ, then the problem can be treated as a ____
Q.3.
In a static structural type Boundary Value Problem, at any fixed support, How many non-zero Degrees Of Freedom exist?
Q.4.
In a static structural type Boundary Value Problem, at any roller support, How many non-zero Degrees Of Freedom exist?
Q.5.
In a static structural type Boundary Value Problem, at any hinged support, How many non-zero Degrees Of Freedom exist?
Q.6.
For a linear triangular element with (xi, yi) as the coordinates of the ith node of the element, which option denotes twice the Area of the triangle?
Q.7.
For a linear triangular element with (xi, yi) as the coordinates of the ith node of the element the area=10units, the value of ∑αi from the standard relation αi+βiX+γiY=(2/3)*Area where X=∑xi, Y=∑yi is ___
Q.8.
For a linear triangular element with (xi, yi) as the coordinates of the ith node of the element the area=10units, the value of ∑βi from the standard relation αi+βiX+γiY=(2/3)*Area where X=∑xi, Y=∑yi is ___
Q.9.
In aaxisymmetric solid, because of symmetry about the longitudinal axis, the stresses do not vary along ___ coordinate.
Q.10.
For a linear triangular element with (xi, yi) as the coordinates of the ith node of the element the area=10units, the value of ∑γi from the standard relation αi+βiX+γiY=(2/3)*Area where X=∑xi, Y=∑yi is ___