Reinforced Concrete and Masonry Constructions

Aytkazina Ayazhan Kalelkhanovna

The instructor profile

Description: The discipline includes information on the calculation of reinforced concrete elements and flat slabs of multistory buildings: compressed elements; tensile elements; crack resistance of reinforced concrete elements; precast beam slabs; monolithic reinforced concrete slabs with beam slabs; monolithic reinforced concrete slabs with slabs supported on the contour.

Amount of credits: 5

Пререквизиты:

  • Building Constructions

Course Workload:

Types of classes hours
Lectures 15
Practical works 15
Laboratory works 15
SAWTG (Student Autonomous Work under Teacher Guidance) 30
SAW (Student autonomous work) 75
Course Project
Form of final control Exam
Final assessment method oral examination

Component: Component by selection

Cycle: Base disciplines

Goal
  • Obtaining students' knowledge of the work of reinforced concrete and masonry structures of multi-story buildings in various types of stressed state, as well as methods of their calculation and design.
Objective
  • To instill skills in selecting the most effective design solutions to achieve the most economical options; qualitative and quantitative assessment of the carrying capacity and serviceability of load-bearing reinforced concrete structures.
Learning outcome: knowledge and understanding
  • Ability to check the technical condition and residual life of reinforced concrete structures. Methods of calculation and design of compressed, tensile and bendable reinforced concrete structures; modern solutions of reinforced concrete slabs of multi-storey buildings, the prospects for their development.
Learning outcome: applying knowledge and understanding
  • Ability to conduct experiments according to specified methods with processing and analysis of results, to apply methods of standard tests to determine the physical and mechanical properties of reinforced concrete structures, to develop design schemes of floors of buildings and structures, to calculate and design their elements using normative, instructive, technical and reference literature; to conduct practical calculations and design elements of buildings and structures using software systems.
Learning outcome: formation of judgments
  • Ability to conduct a feasibility study of design solutions of reinforced concrete structures.
Learning outcome: communicative abilities
  • Ability to apply standard methods of calculation of elements and units of reinforced concrete structures, to perform design work and draw up design and technological documentation.
Learning outcome: learning skills or learning abilities
  • Ability to apply modern methods for the development of energy-saving and environmentally friendly reinforced concrete structures.
Teaching methods

Traditional technologies are provided for teaching: classroom instruction and independent work of students. The lecture course is presented in multimedia form. Motivational speech is used when presenting lecture material at the beginning and at the end of the lecture. Text, audio and video information, graphs, tables, etc. are used in the lecture-presentation and practical classes.

Assessment of the student's knowledge

Teacher oversees various tasks related to ongoing assessment and determines students' current performance twice during each academic period. Ratings 1 and 2 are formulated based on the outcomes of this ongoing assessment. The student's learning achievements are assessed using a 100-point scale, and the final grades P1 and P2 are calculated as the average of their ongoing performance evaluations. The teacher evaluates the student's work throughout the academic period in alignment with the assignment submission schedule for the discipline. The assessment system may incorporate a mix of written and oral, group and individual formats.

Period Type of task Total
1  rating Practical work. The layout of the structural scheme of the floor. Calculation of loads on the load-bearing elements of the building. 0-100
Practical work. Calculation and design of the monolithic floor slab.
Practical work. Selection of the longitudinal working reinforcement of the secondary beam.
Control work on the lectures.
Protection of laboratory work. Test of reinforced concrete beam for bending with fracture along the normal cross-section.
2  rating Practical work. Selection of the transverse working armature of the secondary beam. 0-100
Practical work. Calculation and design of a monolithic column.
Practical work. Calculation and design of the foundation for the column.
Practical work. Calculation of a brick partition.
Control work on the lectures.
Protection of laboratory work. Testing of reinforced concrete beam for bending with fracture along an inclined cross-section.
Protection of laboratory work. Testing of reinforced concrete column with centrally applied load.
Total control Exam, Course Project 0-100
The evaluating policy of learning outcomes by work type
Type of task 90-100 70-89 50-69 0-49
Excellent Good Satisfactory Unsatisfactory
Practical work The work has been completed in full, there are no comments. The work has been completed in full, there are comments that do not require mandatory elimination. The work is not fully implemented, there are comments. The work has been completed in full, there are no comments.
Lecture control Demonstrates full knowledge and understanding of the topics studied. Can analyse and draw conclusions. Demonstrates knowledge and understanding of the topics studied. Can analyse and draw conclusions. Makes minor errors. Shows knowledge and understanding of the topics studied, but cannot analyse and draw correct conclusions. Demonstrates full knowledge and understanding of the topics studied. Can analyse and draw conclusions.
Course project The skills of designing reinforced concrete structures as part of the course project are high. Answers to questions at the defence of the course project can be evaluated by the number of points close to the maximum. The skills of designing reinforced concrete structures within the course project are stable. The student correctly answers the questions at the defence of the course project. The skills of calculation and design of load-bearing reinforced concrete elements of the building in the course project as a whole are formed. But in answering the questions at the defence of the course project the student makes mistakes. The skills of designing reinforced concrete structures as part of the course project are high. Answers to questions at the defence of the course project can be evaluated by the number of points close to the maximum.
Laboratory work The work has been completed in full, there are no comments. The work has been completed in full, there are comments that do not require mandatory elimination. The work is not fully implemented, there are comments. The work has been completed in full, there are no comments.
Examination Demonstrates knowledge and understanding in the contexts presented in assessment tasks, demonstrates mastery of skills at a high level. Demonstrates knowledge and understanding in the contexts presented in the assessment tasks, demonstrates mastery of skills at a good level. Makes minor errors. Demonstrates knowledge and understanding in the contexts presented in the assessment tasks, demonstrates mastery of skills. Makes mistakes. Demonstrates knowledge and understanding in the contexts presented in assessment tasks, demonstrates mastery of skills at a high level.
Evaluation form

The student's final grade in the course is calculated on a 100 point grading scale, it includes:

  • 40% of the examination result;
  • 60% of current control result.

The final grade is calculated by the formula:

FG = 0,6 MT1+MT2 +0,4E
2

 

Where Midterm 1, Midterm 2are digital equivalents of the grades of Midterm 1 and 2;

E is a digital equivalent of the exam grade.

Final alphabetical grade and its equivalent in points:

The letter grading system for students' academic achievements, corresponding to the numerical equivalent on a four-point scale:

Alphabetical grade Numerical value Points (%) Traditional grade
A 4.0 95-100 Excellent
A- 3.67 90-94
B+ 3.33 85-89 Good
B 3.0 80-84
B- 2.67 75-79
C+ 2.33 70-74
C 2.0 65-69 Satisfactory
C- 1.67 60-64
D+ 1.33 55-59
D 1.0 50-54
FX 0.5 25-49 Unsatisfactory
F 0 0-24
Topics of lectures
  • Calculation of bending elements
  • Calculation of reinforced concrete on the limit states of serviceability
  • Peculiarities of prestressed reinforced concrete
  • General information about the slabs and structural systems of buildings
  • Monolithic reinforced concrete slabs with beam slabs
  • Separate foundations for the columns of multi-storey buildings
  • Monolithic ribbed slabs with slabs supported along the contour
  • Compressed Elements
  • Structural requirements for reinforcement of reinforced concrete structures of buildings
  • Reinforcement design of the main elements of monolithic buildings
  • Stone structures
Key reading
  • 1. Kuznecov V.S. ZHelezobetonnye i kamennye konstrukcii. - Izd.: ASV, 2015 g., 368 str. 2. Caj T.N. Stroitel'nye konstrukcii. ZHelezobetonnye konstrukcii. Uchebnik. - Izd.: Lan', 2014g., 464 str. 3. SHevlyakov V.F., Kirdyapkina T.V., Rudenko O.V. Raschet zhelezobetonnyh monolitnyh zdanij.: Uchebnoe posobie dlya vuzov /VKGTU/. –Ust'-Kamenogorsk, TOO VKPK ARGO; 2017. -323s.il. 4. SHevlyakov V.F., Kolmagorova YA.V., Rudenko O.V. Raschet kamennyh zdanij. Ucheb. Posobie/VKGTU. –Ust'-Kamenogorsk. 2015. -258s. 5. Sahi D., Zajcev YU., Duambekov M., Husnutdinov R. Osnovy rascheta stroitel'nyh konstrukcij. - Astana: Foliant, 2013.- 488s. 6. Tamrazyan A.G. ZHelezobetonnye i kamennye konstrukcii. Special'nyj kurs. - Izd.: MGSU, 2017g. , 732 str.
Further reading
  • 7. SP RK EN 1990:2002 + A1: 2005/2011. Osnovy proektirovaniya nesushchih konstrukcij. Komitet po delam stroitel'stva i zhilishchno-kommunal'nogo hozyajstva Ministerstva nacional'noj ekonomiki Respubliki Kazahstan. -Astana. 2016. -109s. 8. NP k SP RK EN 1990:2002 + A1: 2005/2011. Nacional'noe prilozhenie k SP RK EN 1990:2002 + A1: 2005/2011. Osnovy proektirovaniya nesushchih konstrukcij. -Astana. 2016. -13s. 9. SP RK EN 1992-1-1: 2004/2011. Proektirovanie zhelezobetonnyh konstrukcij. CHast' 1-1. Obshchie pravila i pravila dlya zdanij. –Almaty. 2016. -224s. 10. NTP RK 02-01-1.1-2011 (k SN RK EN 1992-1-1: 2004). Proektirovanie betonnyh i zhelezobetonnyh konstrukcij iz tyazhelyh betonov bez predvaritel'nogo napryazheniya armatury. –Astana. 2015. -228s. 11. NTP RK 02-01-1.4-2011. Proektirovanie sbornyh, sborno-monolitnyh i monolitnyh zhelezobetonnyh konstrukcij. –Astana. 2015. -269s. 12. NTP RK 02-01-1.5-2011. Proektirovanie statisticheski neopredelimyh zhelezobetonnyh konstrukcij s uchetom pereraspredeleniya usilij. –Astana. 2015. -73s. 14. SP RK EN 1991-1-1: 2002/2011. Vozdejstviya na nesushchie konstrukcii. CHast' 1-1. Sobstvennyj ves, postoyannye i vremennye nagruzki na zdaniya. –Astana. 2016. -40s. 15. NP k SP RK EN 1991-1-1: 2002/2011. Nacional'noe prilozhenie k SP RK EN 1991-1-1: 2002/2011. Vozdejstviya na nesushchie konstrukcii. CHast' 1-1. Sobstvennyj ves, postoyannye i vremennye nagruzki na zdaniya. –Astana. 2016. -7s. 16. NTP RK 01-01-3.1(4.1)-2012. Nagruzki i vozdejstviya na zdaniya. Snegovye nagruzki. Vetrovye vozdejstviya. –Astana. 2015. -221s. 17. SP RK EN 1996-1-1: 2005/2011. Proektirovanie kamennyh konstrukcij. CHast' 1-1. Obshchie pravila dlya armirovannyh i nearmirovannyh kamennyh konstrukcij. –Astana. 2016. -106s. 18. NP k SP RK EN 1996-1-1: 2005/2011. Nacional'noe prilozhenie k SP RK EN 1996-1-1: 2005/2011. Proektirovanie kamennyh konstrukcij. CHast' 1-1. Obshchie pravila dlya armirovannyh i nearmirovannyh kamennyh konstrukcij. –Astana. 2016. -14s.