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

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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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CONFIDENTIAL 3 EC/SEP 2016/CES512

=UESTION 3 >CCO1:PO2?

=UESTION ! >CCO1:PO2?

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