Placement Papers: GSSL Latest Fresher Engineer Placement Sample Question Paper 1 2005

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Integral ET (epsiolan transpose) * sigma * dV P = strain displacement vector Q = stress-strain deformation Find [K] (ANS [K] = T (p transpose) * [Q] * )
DERIVE THE JACOBIEN | J | FOR BEAM ELEMENT WITH STRAIN ENERGY (ANS: PROMLEM IS NOT CORRECT PLEASE DO NOT ATTEMPT)?
FOR AN ELEMENT SIGMA Ni = 1, WHICH TYPE OF ELEMENT IT IS?
TIMOSHENKO BEAM ELEMENT THEORY TO CONSIDER____?
SHEAR LOCKING____ (ANS IS VERY STIFF ‘K’ )?
MEMBRANE LOCKING (ANS IS ARCH ELEMENT)
Ex (epsiolan x) = dU/dX, Ey = dV/dY, r (X, Y) = (gama (x, y)? =?) (ANS IS dU/dY + dV/dX) K = integral B (TRANSPOSE) * D * B
FOR LARGE DEFORMATION WHICH MATRIX WILL GET EFFECTED (ANS IS D matrix)? 100%correct
FOR PLANE STRAIN f (Ex, Ey, Ez, r (x, y) ) ____ (ANS IS Ez = 0)
SERENDIPITY ELEMENT IS (ANS 8 NODED ELEMENT) (The element which is having nodes only on boundary is called SERENDIPITY element)
IF THE ROTATION OF ELEMENT AND THE DISPLACEMENT ABOUT N-A IS SAME THEN THE ORDER OF CONTINUITY (ANS IS C1)
FRONTAL THEORY IS APPLIED FOR (Please refer any fem book)
MINDLINS THEORY IS APPLIED FOR
X = SigmaNi * Xi, U = sigmaNi * Ui WHICH TYPE OF ELEMENT (Refer book)
BEAM SUBJECTED TO UDL FIND THE MOMENTS AT THE 2 NODES
Integral B (Transpose) * sigma (here sigma means stress) * dV REPRESENTS (ANS IS INTERNAL LOAD VECTOR)?

REMEMBER ORDER MAY NOT BE CORRECT