TO BE RETURNED AT THE END OF EXAMINATION.
SURNAME:
_
FIRST NAME:
_
STUDENT NUMBER:
_
_
SUBJECT NAME
:
Advanced Engineering Computing
SUBJECT NO
:
48371
DAY/DATE
:
10th November 2011
TIME ALLOWED :
2 Hours 30 Min
NOTES:
There are seven (7) questions.
The v

Assignment #41
Question 1-Numerical integration (10 pts)
Using the Forward Euler method solve the following differential equation for 0 x 1 and h = 0.1
dy
25 y = 0 and the boundary condition is specified as y (0) = 1
dx
For i = 0 , x0 = 0 and h = 0.1
y1

Assignment-Solutions #11
Question 1-Static Analysis (20 pts)
Given v = dx 3 + cx 2 + bx + a determine the deflections of the beam at pivotal points caused by the linearly
distributed load q = q0 x L in terms of the cross-sectional bending rigidity EI, the

Assignment #11
Question 1-Static Analysis (20 pts)
Given v = dx 3 + cx 2 + bx + a determine the deflection function v of the simply supported beam caused by
the linearly distributed load q = q0 x L in terms of the cross-sectional bending rigidity EI, the

Assignment #41
Question 1-Numerical integration (10 pts)
Using the Forward Euler method solve the following differential equation for 0 x 1 and h = 0.1
dy
25 y = 0 and the boundary condition is specified as y (0) = 1
dx
Collect your numerical results in

Assignment #2-Solution1
Question
Using the finite element analysis program that is provided to you obtain the element stiffness matrices,
assembled structural stiffness matrix, nodal displacements and member end forces for the bar structure
shown below.
E

Assignment #21
Question 1 (100pts)
Using the finite element analysis program that is provided to you obtain the element stiffness matrices,
assembled structural stiffness matrix, nodal displacements and member end forces for the bar structure
shown below.