Design of Reinforced Concrete Structure detail BTEUP Diploma syllabus for Civil Engineering (Environmental Pollution & Control), effective from 2017 is collected from BTEUP 2017 Syllabus official website and presented for diploma students. The course details such as exam duration, Teaching Hr/week, Practical Hr/week, Total Marks, internal marks, theory marks, duration and credits do visit complete sem subjects post given below. The syllabus PDFs can be downloaded from official website.
For all other env, poll & con 5th sem bteup diploma syllabus 2017 you can visit Env, Poll & Con 5th Sem BTEUP Diploma Syllabus 2017 Subjects. The detail syllabus for design of reinforced concrete structure is as follows.
Rationale:
This subject follows the subjects of Applied Mechanics and strength of materials taught in previous years. They have acquired analytical skills which are applied here to design simple structural elements. A diploma holder in civil engg. will be required to handle such simple structures in his professional life.
This subject covers designing of simple structures out of heterogenous materials (RCC). The student will also learn to use the latest relevant IS codes in his design practice.
(Use of IS:456-2000 is allowed)
DETAILED CONTENTS
1. General:
Reinforced cement concrete, Concept of composite material, Purpose of providing reinforcement-materials used in R.C.C. and their requirement ,different grades of cement and steel, Characteristics strength and grades of concrete, modular ratio of R.C.C., type of loads on Structure as per (IS:875)
2. Introduction to Working Stress Method :
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3. Introduction To Limit State Method :
Concept, different limit states, Characteristic strength and design strength of materials, Chaiacieristic loads, partial safety factor for loads and material strength limits state of collapse in flexure, assumption, stress strain curves for concrete and steel, stress block, maximum strain in concrete, limiting values of neutral axis for different grades of steel, moment of resistance of singly/ doubly reinforced rectangular sections (problems).
4. Design of Beams for Flexure by L.S.M. :
Effective span of cantilever, simply supported and continuous beam, breadth and depth requirement of beam, control of deflection, minimum and maximum reinforcement, spacing for main reinforcement and side face reinforcement as per IS 456-2000,design bending moments, design of singly and doubly reinforced rectangular beams, cantilever, simply supported beams
5. Design of T-beam and Continuous Beams by L.S.M :
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6. Design of Beams for Shear by L.S.M. :
Limit state of collapse in shear ,design shear strength of concrete, design strengths of vertical /inclined stirrups and bent up bars in shear , principle of shear design , critical sections for shear , nominal shear stress , design of vertical stirrups, inclined stirrups and bent up bars for rectangular beams using limit state method , simple problems use of design aids (not for exam).
7. Design of One way Slabs by L.S.M. :
Classification of slabs , Effective spans , Imposed loads on slabs(IS : 875) , strength and stiffness requirements – minimum and maximum, permitted size, spacing and area of main and secondary reinforcement as per IS 456 – 2000 ,Design of cantilever, simply supported, slabs and sunshades, byjimit state method, Design of continuous slabs using B.M. coefficients , cheek for shear and stiffness , curtailment tension reinforcement , use of design aids (not for exam).
8. Design of Two Way Slabs by L.S.M :
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9. Design of Staircases by L.S.M :
Types of stairs according to geometry and structural behavior planning a staircase , effective span of stairs – effective breadth of fl ights , design of cantilever steps ,design of doglegged and open well stairs spanning parallel to the flight.
10. Design of Columns by L.S.M. :
Limit state of collapse in compression , assumptions , limiting strength of short axially loaded compression members , effective length of compression members , slenderness limits for columns , classification of column , minimum eccentricity for column loads , longitudinal and transverse reinforcement as per IS 456- 2000 , Design of axially loaded short columns with lateral ties/helical reinforcement , Use of design aid (not for exam).
11. Design of Column Footings :
Types of footings , Footings with uniform thickness and sloped footings, minimum thickness ,critical sections ,
minimum reinforcement, distribution of reinforcement, development
length, anchorage, cover, minimum edge thickness requirements as per IS 456 – 2000 , Design of isolated footing (square and rectangular) with uniform/varying thickness by limit state method.
12. Cantilever Retaining Wall:
Concept of design and function of different parts of a cantilever retaining wall and reinforcement details (No numericals shall be asked in the examination)
13. Components of Overhead Water Tanks (Dome Shaped):
Description of different component e.g. roof, side wall
and ring beam, floor slabs, supporting structure and
foundations (only reinforcement details be shown and emphasised).
14. Pre-Stressed Concrete
- Concept of prestressing.
- Situations where prestressed concrete is used.
- Materials used in prestressed concrete and their specifications as per IS.
- Post-tensioning and pre-tensioning.
- Systems of prestressing.
- Freyssinet, Magnol-Blaten and Lee-Mecall systems
- Sketch showing Prestressing arrangement for RCC beam (No numerical problems be asked in the examination)
PRACTIALS
(R.C.C. LAB)
Preparation of bar bending schedule and to bend the bars accordingly for the following :
- Singly reinforced concrete beam
- Doubly reinforced concrete beam
- Reinforced concrete column
- Reinforced concrete slab
- Introduction of STADD.PRO or AUTO CAD software (Brief) and its application in calculating structure design of basic one room structure.
For detail syllabus of all other subjects of BE Env, Poll & Con, effective from 2017 do visit Env, Poll & Con 5th Sem BTEUP syllabus for 2017.
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