6th Sem, Architectural Asst Diploma

31261: Structural Design Architectural Asst 6th Sem Syllabus for Diploma TNDTE M Scheme

Structural Design detail TNDTE Diploma syllabus for Architectural Assistantship (AA), M scheme is extracted from TNDTE official website and presented for diploma students. The course code (31261), 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 architectural asst 6th sem syllabus for diploma m scheme tndte you can visit Architectural Asst 6th Sem Syllabus for Diploma M Scheme TNDTE Subjects. The detail syllabus for structural design is as follows.

Rationale:

Diploma holders in Architectural Assistantship find employment with private Architects & Civil Engineers and also some percentage of them start their own enterprises. Therefore, the profession demands the development of basic knowledge and skills of Structural Engineering. This subject covers the analysis and design of reinforced concrete structural elements like slab, beam, column, column footing, staircase, etc. Also the students gain knowledge about the design of steel beam, tension and compression members.

Objectives:

  • To know about the materials used in R.C.C.
  • To study about Limit State Design.
  • To design the R.C.C. structural elements like beam, slab, column, footing, staircase, etc.,
  • To design the Steel structural elements like beam, compression and tension members.

Unit I

For complete syllabus and results, class timetable and more pls download iStudy Syllabus App. It’s a lightweight, easy to use, no images, no pdfs platform to make students life easier.

Unit II

  1. Design Of One Way Slabs By L.S.M
  2. 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 sun shades by limit state method.

  3. Design Of Two Way Slabs By L.S.M
  4. Introduction -Effective span -thickness of slab for strength and stiffness requirements – Middle and edge strips – B.M coefficients – design of B.M. -simply supported and restrained slabs – tension and torsion reinforcement requirement- Design of two way slabs using B.M. coefficients. Simply supported two way slabs only (Corners not held down only) – curtailment of reinforcement – check for stiffness.

Unit III

  1. Design Of Beams For Shear By L.S.M
  2. 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 and bent up bars for rectangular beams using limit state method -simple problems.

  3. Design Of Staircases
  4. Types of stairs according to geometry and structural behavior – planning a staircase – effective span of stairs – effective breadth of flight slab -distribution of loads on flights – Design of doglegged staircase only.

Unit IV

For complete syllabus and results, class timetable and more pls download iStudy Syllabus App. It’s a lightweight, easy to use, no images, no pdfs platform to make students life easier.

Unit V

Steel Structures

  1. Design Of Simple Beams By LSM
  2. Classification of beams – lateral buckling of beams – assumptions -minimum thickness of elements – limiting deflection of beams – Design of laterally supported beams using single rolled steel sections (Built up sections not included ) .

  3. Design Of Tension Members By LSM
  4. General – Effective sectional area of Angles /T-sections connected by one leg / flange (welded connections only) – Design of ties using single angle

  5. Design Of Compression Members By LSM
  6. Effective length of compression members – slenderness ratio – minimum thickness of elements – effective sectional area – Design of steel columns using single rolled steel sections without cover plates. (Lacing and battens, Built up sections not included) .

References

  1. S.R.Karve and V.L.Shah, ”Limit state Theory and Design of Reinforced Concrete”, Pune Vidya Griha Prakashan,1986.
  2. P C Varghese,” Limit state Design of Reinforced Concrete”, Prentice-Hall of India Pvt. Ltd”, 1997.
  3. Dr. S. Ramachandra, ”Limit State Design of Concrete Structures”, Scientific publishers, 2004.
  4. Park. R and Pauley. T, ” Reinforced Concrete Structures, John Wiley & Sons, New York,1975.
  5. Mallick and Rangasamy, ”Reinforced Cement Concrete” Oxford-IBH,1982.
  6. I S 456-2000, I S 875-1974, I S 800 -1984
  7. Explanatory hand book SP24, Design Aid SP 16, Detailing of Reinforcement SP 34
  8. Dr. Ram Chandra, ”Design of Steel Structures, Vol-I ”, Standard Book House, New Delhi, Tenth Edition, 1999.
  9. S.K. Duggal, “Design of Steel Structures”,Tata McGraw Hill, 2000.
  10. Ashok.K.Jain – LSM Design

For detail syllabus of all other subjects of BE Architectural Asst, M scheme do visit Architectural Asst 6th Sem syllabus for M scheme.

Dont forget to download iStudy Syllabus App for latest syllabus and results, class timetable and more.

Leave a Reply

Your email address will not be published. Required fields are marked *

*