Overview

The aim of this unit of study is to introduce engineering students to the advanced methods used for concrete structural design.

Requisites

Prerequisites

Postgraduate
Admission to a cognate PG course
OR
Undergraduate
CVE20003 Design of Concrete Structures
AND
CVE30002 Design of Steel Structures

Teaching periods
Location
Start and end dates
Last self-enrolment date
Census date
Last withdraw without fail date
Results released date
Semester 1
Location
Hawthorn
Start and end dates
03-March-2025
01-June-2025
Last self-enrolment date
16-March-2025
Census date
31-March-2025
Last withdraw without fail date
24-April-2025
Results released date
08-July-2025

Learning outcomes

Students who successfully complete this unit will be able to:

  • Design reinforced concrete slab using plastic methods (K1, K2, K3, K4, K5, K6, S1, S2, S3)
  • Design specific concrete elements using the strut and tie method (K1, K2, K3, K4, K5, K6, S1, S2, S3)
  • Design prestressed concrete (K1, K2, K3, K4, K5, K6, S1, S2, S3)

Teaching methods

Hawthorn

Type Hours per week Number of weeks Total (number of hours)
Face to Face Contact (Phasing out)
Lecture
3.00 12 weeks 36
Face to Face Contact (Phasing out)
Tutorial
1.00 12 weeks 12
Unspecified Learning Activities (Phasing out)
Independent Learning
8.50 12 weeks 102
TOTAL150

Assessment

Type Task Weighting ULO's
AssignmentIndividual 40% 1,2 
ExaminationIndividual 60% 1,2,3 

Hurdle

As the minimum requirements of assessment to pass a unit and meet all ULOs to a minimum standard, an undergraduate student must have achieved:

(i) an aggregate mark of 50% or more, and(ii) at least 40% in the final exam.Students who do not successfully achieve hurdle requirement (ii) will receive a maximum of 45% as the total mark for the unit.

Content

  • Yield-line and strip methods for analysis of concrete slabs
  • Strut and tie applications
  • Prestressed Concrete

Study resources

Reading materials

A list of reading materials and/or required textbooks will be available in the Unit Outline on Canvas.