STRUCTURAL ANALYSIS AND DESIGN

Year	No.	Offer	Mode	Description			Cred. Pts
96	E1005 	S12 	X 	STRUCTURAL ANAL & DESIGN  	1.00

Contents


STAFFING:

Examiner: J. DURACK
Moderator: A. KILPATRICK
Instructional design: M. DORMAN

PRE-REQUISITE(S)

E0004+E1002


SYNOPSIS:

The engineering design and documentation of a large proportion of building structures cannot be regarded as a problem solving exercise whereby unique solutions are generated to suit the specific requirements of a one off project. Rather, economics of repetition and scale must be achieved by recognising that much design involves the appropriate choice, modification and application of standard architectural, structural and construction systems to a particular project. This unit focuses on the understanding and application of such standard systems with an emphasis appropriate to a Bachelor of Technology graduate in an industry role as a building structures design drafter.


OBJECTIVES:

On successful completion of this unit the student will be able to:

  1. discuss the total design process as it relates to building;
  2. represent standard structural systems as line diagram models and trace and discuss the load paths for them;
  3. define and illustrate the standard building functions, forms and structural systems;
  4. discuss the purpose and general nature of the Building Code of Australia;
  5. develop line/load diagrams for members in standard structural systems;
  6. apply standard elastic beam deflection formulae;
  7. find the distribution of stress resultants in statically indeterminate beams;
  8. discuss the behaviour of slender columns and be able to apply the formulae pertaining thereto;
  9. sketch the deflected shape of buckled beams and illustrate appropriate restraint details to control such buckling;
  10. discuss and illustrate strength and serviceability failures in members and assemblies of various materials and demonstrate the role of detailing in controlling such failures;
  11. discuss and be able to undertake strength and serviceability design of simple timber, steel and concrete members to AS3600, AS4100 and AS1720 using "design aids" where appropriate.

TOPICS:

 Description                                                    Weighting(%)
  1. Building functions, forms and structural systems 8.00

  2. Building code requirements 7.00

  3. Load estimation 10.00

  4. Structural analysis 20.00

  5. The general design process 5.00

  6. Design of timber elements 12.00

  7. Design of steel elements 20.00

  8. Design of concrete elements 18.00


TEXT and MATERIALS to be PURCHASED:

"Australian Standards for Civil Engineering Students - HB2.2 - 1991",
Part 2 : Structural Engineering, Standards Australia.


RECOMMENDED REFERENCE MATERIALS:

To be advised.


STUDENT WORKLOAD REQUIREMENTS:

	ACTIVITY				HOURS
Directed Study                                	113
Private Study                                 	39
Examinations                                  	3
Assessments                                   	20

ASSESSMENT DETAILS:

No	*F/S	Marks		Due		Description					Wtg(%)		LBL
1 	S 	150.00  	13/05/96	ASSIGNMENT 1                            	15.00   	Y
2 	S 	150.00  	23/09/96	ASSIGNMENT 2                            	15.00   	Y
3 	S 	700.00  	END S2  	3 HOUR RESTRICTED EXAMINATION           	70.00   	N

F=Formative, S=Summative

OTHER REQUIREMENTS:

1    Students  may  take into the examination only writing  implements
     and a  programmable  or non programmable calculator.
2    Because  it is normal practice to release model answers  promptly
     after the due date, the penalty for late submission of assignment
     work will normally be the loss of all marks  for the assignment.
3    There will be no residential school for this unit.
4    In  order  to  successfully  complete  the  unit,  students  must
     normally  obtain,  in aggregate, 50 percent of  the  total  marks
     awarded.
5    It  is the policy of the Faculty of Engineering and Surveying NOT
     to  accept  submission  of assignments  by  facsimile  or  email.
     Students  in remote locations who do not have regular  access  to
     postal services may be given special consideration.

This information is accurate as at 02/12/96