Structural Engineering detail TNDTE Diploma syllabus for Civil Engineering (CE), M scheme is extracted from TNDTE official website and presented for diploma students. The course code (31051), and for 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 civil 5th sem syllabus for diploma m scheme tndte you can visit Civil 5th Sem Syllabus for Diploma M Scheme TNDTE Subjects. The detail syllabus for structural engineering is as follows.
Rationale:
This subject is an applied engineering subject. Diploma holders in Civil Engineering will be required to supervise RCC construction. He may also be required to design simple structural elements, make changes in design depending upon availability of materials-bars of different diameters. This subject thus deals with elementary design principles as per BIS code of practice BIS: 456 – 2000 by limit state method.
Objectives:
On completion of the course the students should be able to:
- Analyse and design simple RCC elements like singly / doubly reinforced rectangular beams, and singly reinforced T-beams (Cantilevers, Simply supported/ Continuous beams, Lintels etc.) for shear and flexure by limit state method;
- Design One way/ Two way slabs and Staircases by limit state method;
- Design Axially loaded Columns and Footings by limit state method;
- Design simple Steel members like Laterally supported Beams, Tension members, Compression members and Welded connections by limit state method.
Unit 1
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Unit 2
- Design Of T-Beams And Lintels For Flexure By L.S.M
- Design Of Continuous Beams For Flexure And Shear By L.S.M
Cross sections of Tee and L-beams- Effective width of flangeNeutral Axis and M.R of Singly Reinforced T-Sections- Design of singly reinforced T-beams/L-beams for flexure-Problems on Cantilevers (Inverted-T) and Simply supported T- beams – Loads on Isolated Lintels over openings of masonry walls – Design B.M for isolated lintels carrying rectangular/triangular loads- Design of Lintel- Simple problems
Methods of analysis of continuous beams- Effective SpanArrangement of Loading for Critical Bending Moments- B.M coefficients specified by IS:456-200-Design of rectangular continuous beams (Singly and Doubly Reinforced) using B.M. coefficients (equal spans & u.d.l only) for sagging and hogging moments. Limit state of collapse in shear – Design shear strength of concrete – Design shear strengths of vertical / inclined stirrups and bent up bars -Principle of shear design – Critical sections for shear- S.F Coefficients specified by IS:456- 2000- Nominal shear stress -Minimum shear reinforcement- Design of vertical stirrups, inclined stirrups and bent up bars for rectangular beams using limit state method -Simple problems- Practice on use of Design Aids (not for examination).
Unit 3
- Design Of One Way Slabs And Staircases By L.S.M
- Design Of Two Way Slabs By L.S.M
Classification of Slabs – Effective spans – Loads (DL and IL) on floor/roof slabs and stairs (IS: 875-1987) – Strength and Stiffness requirements -Minimum and maximum permitted size, spacing and area of main and secondary reinforcements as per IS 456 -2000- Cover requirement to reinforcements in slabs- Design of cantilever/simply supported one way slabs and sunshades by limit state method – Design of continuous slabs using B.M coefficients- Check for shear and stiffness – Curtailment of tension reinforcement -Anchoring of reinforcement- Practice in designing slabs using design aids. Types of stairs according to structural behaviour- Requirements of Stairs- Planning a staircase – Effective span of stairs – Effective breadth of flight slab- Distribution of loads on flights -Design of cantilever steps – Design of doglegged and Open well stairs spanning parallel to the flight.
Introduction -Effective spans -Thickness of slab for strength and stiffness requirements – Middle and Edge strips – B.M coefficients as per IS:456 – Design B.Ms for Simply supported, Restrained and Continuous slabs – Tension and Torsion reinforcement requirement- Design of two way slabs using B.M. coefficients -Curtailment of reinforcement – Check for stiffness only.
Unit 4
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Unit 5
Steel Structures
- Design Of Tension And Compression Members By L.S.M
- Design Of Simple Beams And Welded Connections By L.S.M
General- Characteristic Actions, Partial Safety Factors for Loads, Design Actions- Ultimate Strength, Partial Safety Factors for Materials, Design Strengths of Materials – Rolled Steel Sections -Different forms of Tension members – Gross area, Net area and Net Effective sectional area of Tension members- Maximum permitted values of Effective Slenderness Ratio -Design Strength of Tension members against Yielding of Gross section, Rupture of Critical section and Block Shear- Design Strength of given Plates/ Angles connected to gussets by bolts/welds- Design of ties using single/ double angles, T-sections and channels. Different forms of Compression members- Classification of Cross sections- Limiting Width to Thickness Ratio- Effective sectional area- End Conditions and Effective length of Compression members – Maximum permitted values of Slenderness ratio -Imperfection factor and Stress reduction factor- Design Strength of Compression members- Problems — Design of single angle and double angle Struts – Design of steel columns using rolled steel sections (Symmetrical sections only) with or without cover plates.
Classification of Steel beams -Effective span- Design principles-Minimum thickness of Web-Design Strength in Bending/ ShearLimiting deflection of beams – Lateral buckling of beams -Maximum permitted Slenderness Ratio- Plastic Moment of Resistance and Plastic Section Modulus of Sections- Shape Factor — Design of laterally supported Simple beams using single / double rolled steel sections symmetrical cross sections only – Built-up beams not included. Types of welds – Size, Effective area and Effective length of Fillet welds – Requirements of welds-Stresses in Welds -Design strength of fillet/ butt welds – Lap and butt joints for plates and angles – Problems on design of welded connections for Plates and Angles (Moment resistant connections not included)
Reference Books:
- S.R.Karve and V.L.Shah, Limit state Theory and Design of Reinforced Concrete,Pune Vidya Griha Prakashan.
- P C Varghese, Limit state Design of Reinforced Concrete,PHI Learning Pvt. Ltd,2011.
- Dr.S.Ramachandra,Limit State Design of Concrete Structures,Scientific publishers, 2004.
- Mallick and Rangasamy,Reinforced Cement Concrete Oxford-IBH.
- N Krishnaraju, Reinforced Concrete Design New Age International Publications, 2012
- B C Punmia, Limit State Design of Reinforced Concrete, Laxmi Publications,2007
- B C Punmia, R C C Designs, Laxmi Publications, 2006
- S S Bhavikatti, Design of R C C and Structural Elements ( RCC Vol I), New Age International Publications, 2011
- I S 456-2000 ; I S 875-1987; I S 800 -2007.
- Explanatory hand book SP24, Design Aid SP 16, Detailing of Reinforcement,SP 34
- M.R.Shiyekar Limit State Design in Structural Steel, PHI Learning Pvt Ltd, 2011
For detail syllabus of all other subjects of BE Civil, M scheme do visit Civil 5th Sem syllabus for M scheme.
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