STRUCTURAL ANALYSIS II

Year	No.	Offer	Mode	Description			Cred. Pts
96	70770 	S1  	D 	STRUCTURAL ANALYSIS II    	1.00

Contents


STAFFING:

Examiner: G. VAN ERP
Moderator: A. KILPATRICK

PRE-REQUISITE(S)

70570


SYNOPSIS:

The analyst of many modern structures must assimilate and apply an ever increasing body of structural theory. This unit further develops the student's basic understanding of elastic structural analysis and behaviour and includes lateral buckling, torsion of thin walled sections and elementary thin plate theory. The unit also provides an introduction to the dynamical behaviour of elastic skeletal systems.


OBJECTIVES:

Upon successful completion of this unit, the student will have a sound understanding of the engineering principles and limitations, have developed analytical approaches, and have some computational facility related to the following areas of structural mechanics :

  1. Theory of elasticity (small and large displacements).
  2. The linear behaviour of thin walled beams under arbitrary loading.
  3. The bifurcation buckling behaviour of structural members loaded in either compression or bending.
  4. Small displacement behaviour of rectangular thin plates.
  5. The bifurcation buckling behaviour of thin plates under inplane loading.
  6. The dynamic behaviour of elastic skeletal structures.

TOPICS:

 Description                                                    Weighting(%)
  1. Theory of elasticity (small & large displacements) 25.00

  2. The linear behaviour of thin walled beams under 15.00 arbitrary loading

  3. The bifurcation buckling behaviour of structural 15.00 members loaded in either compression or bending

  4. Small displacement behaviour of rectangular thin plates 15.00

  5. The bifurcation buckling behaviour of thin plates 15.00 under inplane loading

  6. The dynamic behaviour of elastic skeletal structures 15.00


TEXT and MATERIALS to be PURCHASED:

A programmable pocket calculator capable of performing matrix
calculations (incl matrix multiplication, matrix inversion,
eigenvalues and eigenvectors, matrix transposition).

G M Van Erp, "Mechanics of Elastic Solids".


RECOMMENDED REFERENCE MATERIALS:

Trahair N S and Bradford M A, "The Behaviour and Design of Steel
Structures", Chapman and Hall, Revised 2nd Edition, 1991.


STUDENT WORKLOAD REQUIREMENTS:

	ACTIVITY				HOURS
Lectures                                      	56
Tutorials/Workshops                           	28
Private Study                                 	86
Examinations                                  	5

ASSESSMENT DETAILS:

No	*F/S	Marks		Due		Description					Wtg(%)		LBL
1 	S 	300.00  	MID-SEM 	2 HOUR CLOSED BOOK EXAMINATION          	30.00   	N
2 	S 	700.00  	END S1  	3 HOUR CLOSED BOOK FINAL EXAMINATION    	70.00   	N

F=Formative, S=Summative

OTHER REQUIREMENTS:

1    In  order  to  successfully  complete  the  unit,  students  must
     normally obtain in aggregate, 50% of the total marks awarded.

This information is accurate as at 02/12/96