8/17/2019 Assignment Chapter 5 Numerical Integration
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CONFIDENTIAL 1 EC/SEP 2016/CES512
UNIVERSITI TEKNOLOGI MARAASSIGNMENT
COURSE : COMPUTATIONAL ANALYSIS FOR ENGINEERS
COURSE CODE : CES 512/513
EXAMINATION : JUNE 2016
TIME : 27APRIL 2016 2! MAY 2016
TABLE OF ASSESMENT FOR ASSIGNMENT
Question MARKS (PO2*)1234
TOTAL MARKS
PO2 - A"#$#%& %' #()*%#+&, +'-.$%) *( *$&) '.$)4 ##$ )*#*))-#*-'"$). #* -)#* "%*%#%)( '*$#'* #* -#*#$) '+ .%).%#,#)*) *( )*#*))-#* 8*'9$)()
GROUP DETAILS (PLEASE CIRCLE THE NAME OF THE GROUP LEADER)Stuent ID Stuent!s
N"#eSi$n"tu%e D"te PHONE
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(PLEASE INCLUDE THIS PAGE TOGETHER WITH YOUR SOLUTION)
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8/17/2019 Assignment Chapter 5 Numerical Integration
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CONFIDENTIAL 2 EC/SEP 2016/CES512
=UESTION 1 >CC01:PO2?
A perfect and simply supported column is under an axial compression force, F. The column
will experience lateral displacement, w, due to the application of axial force F. Thedifferential equation that describe the variation of lateral displacement, w, along the columnlength, x, is shown in Equation Q!
=UESTION 2 >CCO1:PO2?
F#-) =5, shows a typical cross"section for a new protection emban#ment to be
constructed along the $ebuhraya %hocraine to the ad&acent housing development. The
overall length of emban#ment is '((m. The existing ground level at A is ).*(m which is
near to the main road of the housing area is above ordnance datum +A- is relative height
average sea level and *.*(m A- at the broo# end with an assumed uniform slope in
between is /0. 1sing 2impson3s 40 rule estimate the total amount of earth fill in an
emban#ment contained.
5n your opinion, what should be done by the engineer to get a better estimate of the volume
of earth that need to be filled the emban#ment.
Fi$u%e Q'
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8/17/2019 Assignment Chapter 5 Numerical Integration
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CONFIDENTIAL 3 EC/SEP 2016/CES512
=UESTION 3 >CCO1:PO2?
=UESTION ! >CCO1:PO2?
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