Lesson plan / REINFORCED CONCRETE-I

Lesson Information

Course Credit 4.0
Course ECTS Credit 5.0
Teaching Language of Instruction Türkçe
Level of Course Bachelor's Degree, TYYÇ: Level 6, EQF-LLL: Level 6, QF-EHEA: First Cycle
Type of Course Compulsory
Mode of Delivery Face-to-face
Does the course require compulsory or optional work experience? Z
Course Coordinator
Instructor (s) Prof. Dr. CEM AYDEMİR
Course Assistant

Purpose and Content

The aim of the course Behaviour of reinforced concrete, basic concepts, analysis and design of RC members according to ultimate and serviceability limit states considering current design codes.
Course Content Design of RC members according to limit states. Bond and development. Behavior of reinforced concrete and ultimate strength. Analysis and design of beams for flexure. RC Members under Shear and torsion. Analysis and design of columns subjected to axial loads. Analysis and design of columns subjected to combined axial load and bending. Analysis and design of biaxially loaded columns. Serviceability limit states of RC members.

Weekly Course Subjects

1Basic concepts of reinforced concrete
2General information about the concrete and steel materials. Mechanical Behavior of reinforced concrete and steel.
3Partial safety coefficients and structural safety, basic assumptions for ultimate strength design.
4Partial safety coefficients and structural safety, basic assumptions for ultimate strength design. Design concept of singly reinforced concrete beams.
5Analysis and design of rectangular beams for flexure and numerical exapmles
6Analysis and design of rectangular beams with compression reinforcement for flexure and numerical exapmles.
7Analysis and design of T-beams for flexure and numerical examples.
8Midterm exam
9RC Members under Shear, transverse reinforcement calculations with provisions of TS500 and Turkish Seismic Code, and numerical examples.
10RC Members under Shear, transverse reinforcement calculations with provisions of TS500 and Turkish Seismic Code, and numerical examples.
11Laboratory.
12Design of short columns with rectangular cross-sections subjected to combined axial load and bending. Ultimate strength and numerical examples.
13Design of biaxially loaded columns with rectangular cross-sections and numerical examples. Design of slender columns with rectangular cross-sections subjected to combined axial load and bending.
14Serviceability limit states of RC members.

Resources

- Ersoy, U., ve Özcebe, G., Betonarme, Evrim Yayınevi, İstanbul, 2001.
- Berktay, İ., Betonarme 1, TMMOB İMO, İstanbul, 1995.
- Gündüz, A., Betonarme, Kazmaz matbaası, İstanbul, 1980