STUPIDSID
1
Analyse the beam shown in fig.1 using stiffness member approach. In addition to loading consider effect due to sinking of support at B by 4 mm.
14 M
2 (a)
Enlist different loading facilities available in the structural analysis professional software that you have learned. Explain assignment of floor loading facilities in
detail.
7 M
2 (b)
What is discretization? Explain how discretization is done in finite element
analysis?
7 M
2 (c)
Determine the shape functions for the Constant Strain Triangle.
7 M
3 (a)
Analyze the frame for fig.2 by stiffness matrix method using member approach.
14 M
3 (b)
Find the displacements for the pin jointed truss shown in the fig.3 using stiffness member approach. Adopt cross sectional area of all members = 900 mm2 and E=200 kN/mm2.
7 M
3 (c)
Determine the elements of the stiffness matrix for a grid member.
7 M
4 (a)
Analyze the assembly of bars shown in the fig.4 using FEM. Plot the variation of displacement, stress and strain along the length.
14 M
4 (b)
Analyse the beam shown in fig.5 using FEM. Plot SF & BM diagrams.
14 M
5 (a)
What is preprocessing and post-processing? Enlist different pre and post processing facilities available in the structural analysis professional software you have learned.
7 M
5 (b)
Explain symmetry and anti-symmetry . Sketch at least one beam, one plane truss and one plane frame having symmetry and anti-symmetry.
7 M
5 (c)
Prepare an input file matrix.in to store data of n x n size SFF-1 matrix and column vector
A FC. Prepare C or C++ program to read above data and containing function capable to
handle the multiplication of these matrices and store result as D F vector. Write sample
input file.
14 M
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