Construction Theory II BY3312

Learning outcome

After successfully completing the course, the candidate will have achieved the following learning outcomes defined in terms of knowledge, skills and general competence.

Knowledge

The candidate:

  • Is familiar with concrete’s components and inner structure
  • Is familiar with the properties of concrete
  • Has a basic knowledge enabling him/her to determine the load effect for the most common structures
  • Has an understanding of the interaction between concrete and reinforcement in non-tensioned reinforced concrete
  • Has an understanding of the theoretical basis for the design of concrete elements with regard to moment, shear and axial forces
  • Understands the basis for and the theory behind the calculation and control of deflection and crack-width of beams and plates

Skills

The candidate:

  • Has knowledge of the main principles in concrete work (formwork, reinforcement and concrete work)
  • Can select concrete with regard to durability class for casting in a given environment/exposure class
  • Can determine when a formwork should be removed
  • Is able to design the common structural elements of non-tensioned reinforced concrete according to NS-EN 1992 (Eurocode 2) Part 1-1, General Rules and Regulations for Buildings
  • Is able to calculate and control the deflection and crack-width of beams and plates in relation to the above standard

General competence

The candidate:

  • Is able to acquire new knowledge from subject literature and laboratory experiments
  • Is able to compile and evaluate subject literature and communicate the content in writing
  • Is able to design simple structures and buildings using non-tensioned reinforced concrete
  • Can check a completed design for load-bearing capacity

Course Description

1) Concrete technology (approx. 8%)

  • Creep and shrinkage of concrete, and their importance in the design
  • Exposure and durability classes
  • Mixing of concrete, casting concrete beams and bending tests
  • Pre-cast concrete products

2) Statics (approx. 7%)

  • Buckling
  • Torsion

3) Loads and load combinations (approx. 20%)

4) Design of concrete structures (approx. 65%)

  • Design of beams and one-way slabs for moment and shear force
  • Rebar anchoring
  • Short and slender columns
  • Calculation and control of deflection and crack-width of beams and plates
  • Foundations
  • Function and design principles for walls, plates, flat surfaces and two-way slabs

Teaching and Learning Methods

Lectures and obligatory calculation and laboratory exercises.

Assessment Methods

The course grade will be based on:

  • Final examination: Individual written examination (weighted 100%).

Graduated grading system with five levels from A to E, and F for fail, be used.
Duration: 5 hours.
Utilities: All written utilitiess are allowed. PC and other utilities of communication are not permitted.

Minor adjustments may occur during the academic year, subject to the decision of the Dean

Publisert av / forfatter Ali Haidar Abnar <ali.h.abnarSPAMFILTER@hit.no>, last modified Unni Stamland Kaasin - 31/05/2016