Engineering Your Future
Engineering Your Future
9th Edition
ISBN: 9780190279264
Author: William C. Oakes, Les L. Leone
Publisher: Oxford University Press, USA
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Chapter 14, Problem 14.1EAA
To determine

Determine whether it is ethically permissible to claim you have the proficiency even though you do not have while applying for a job.

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Explanation of Solution

In any job application, it is important to say the correct competence level already achieved and the competence levels being achieved presently. The candidate may also indicate the future proficiencies he may propose to acquire.

The following statement will be my response to the above proposal:

Against the advertisement from the company for a suitable candidate for managerial position, I have all the qualifications except proficiency in CAD tool. Before the advertisement came, I realized that I should gain proficiency in CAD and had already enrolled for getting proficiency.

Since, I have already enrolled I intend to complete the CAD course and get the proficiency irrespective of the decision on my present application. It is not ethical if I do not mention the correct situation by falsifying my proficiency in CAD.

Conclusion:

The above reasoning clearly shows that it is not ethical if I do not mention the correct situation by falsifying my proficiency in CAD.

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Given answers to be: i) 14.65 kN; 6.16 kN; 8.46 kN ii) 8.63 kN; 9.88 kN iii) Bearing 6315 for B1 & B2, or Bearing 6215 for B1
(b) A steel 'hot rolled structural hollow section' column of length 5.75 m, has the cross-section shown in Figure Q.5(b) and supports a load of 750 kN. During service, it is subjected to axial compression loading where one end of the column is effectively restrained in position and direction (fixed) and the other is effectively held in position but not in direction (pinned). i) Given that the steel has a design strength of 275 MN/m², determine the load factor for the structural member based upon the BS5950 design approach using Datasheet Q.5(b). [11] ii) Determine the axial load that can be supported by the column using the Rankine-Gordon formula, given that the yield strength of the material is 280 MN/m² and the constant *a* is 1/30000. [6] 300 600 2-300 mm wide x 5 mm thick plates. Figure Q.5(b) L=5.75m Pinned Fixed
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