31264: Structural Detailing and Drawing Architectural Asst 6th Sem Syllabus for Diploma TNDTE M Scheme

Structural Detailing and Drawing detail TNDTE Diploma syllabus for Architectural Assistantship (AA), M scheme is extracted from TNDTE official website and presented for diploma students. The course code (31264), 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 detailing and drawing is as follows.

Rationale:

This is a detailing subject which covers broad elements of Structural Engineering. Study of this subject enables the student to know the position and placement of reinforcement for the RCC structural elements; connection of Steel structural elements. The student will learn to analyze and design simple structural elements using STADPRO software.

Objectives:

1. To know the disposition of reinforcement in R.C.C Structural elements.
2. To know the connection details of the Steel members.
3. To workout the Bar bending Schedule for R.C.C members.

Unit I

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Unit II

Beams:

Detailing of the following Beams

1. Singly reinforced Beam (Cantilever and simply supported beams)
2. Doubly reinforced Beam (Simply supported beams)
3. Lintel cum sunshade

Unit III

Column And Footing:

Detailing of Columns and Foundations – Square and Rectangular footings with Column.

Unit IV

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Unit V

Analysis Using Software (For Practice Only):

Using any design software like STADDPRO, SCADS, etc., analyze the following and prepare structural drawings (not to be asked in the examination):

1. Simply supported beam
2. Fixed beam
3. Simple portal frame

List Of Exercises:

Part A

Note: Prepare bar bending schedule for all the RCC works (Exercise given below)

1. Detailing of a simply supported one way Slab.
2. Detailing of a Two way Slab with corners held down.
3. Detailing of a Two way Slab with corners not held down
4. Detailing of Lintel Beam with Sunshade.
5. Detailing of a Singly Reinforced Rectangular Beam. (Cantilever / simply supported)
6. Detailing of a Doubly Reinforced Rectangular Beam. (Simply supported)
7. Detailing of a Square sloped Footing with Column.
8. Detailing of a Rectangular Footing with Column

Part B

1. Detailing of a Steel Beam to Beam connection. (Welded connection only)
2. Detailing of a Steel Beam to Column connection. (Framed and seated Connections – Welded connection only)
3. Detailing of a Roof Truss, with welded joint details.

(Following Exercises not for practical examination-practice only)

4. Generation and analysis of a simply supported beam with Point Load & UDL.
5. Generation and analysis of a Fixed beam with Point Load & UDL.
6. Generation and analysis of a simple portal frame with vertical load only.
7. Generation and analysis of a simple Portal Frame subjected to vertical and horizontal Loads.

Note: Prepare bar bending schedule for all the RCC works (Exercise 1 to 8)

Allocation Of Marks:

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Details Of Instruments:

• Drafting Table with stool – Each 1 per student
• Pinner board – 1No

Software:

• STAAD PRO – 2 users

Model Question Paper

Duration: 3 Hour

Maximum marks: 75

NB: Answer ALL Questions.

Allocation Of Marks

• Part – A 45 MARKS
• Part – B 25 MARKS
• Viva – Voce 5 MARKS

PART – A (45 Marks)

1. The following are the details of a singly reinforced partially fixed beam:

Clear span 6000 mm

Width of supports 300mm

Size of beam 300 x 600 mm

Clear cover to reinforcement 25 mm

Reinforcement Details:


• Tension reinforcement : 5 Nos. of 20mm dia Fe 415 steel
• Hanger bars : 2 nos. 10 mm dia Fe 415 steel (Approximately 20% of main bars)
• Stirrups : 8 mm dia 2 legged Fe 415 steel @ 340mm c/c
• Negative reinforcement: 2 nos. of 20mm dia at support to a distance of 0 . 10 l ( or ) Ld whichever is greater.

Use standard anchorage and curtailment practices wherever necessary.

Assume any other data required.

Draw to a suitable scale:

1. The longitudinal section of the beam ( 15 marks )
2. The cross section of the beam at support ( 8 marks )
3. The cross section of the beam at mid span ( 7 marks )
4. Prepare the bar bending schedule for the beam. ( 15 marks )

PART – B (25 Marks)

1. The following are the details of beam to beam connections.
• Size of main beam : ISMB 400 @ 616 N/m
• Size of cross beam : ISMB 300 @ 442 N/m
• Size of cleat Angles : 2 Nos. of ISA 90x90x8 mm

Assume any other data required suitably.

Draw to a suitable scale the following:

Beam to beam connection – Top of main and cross beam at different level.

1. Elevation with main beam in section ( 15 marks )
2. Elevation with cross beam in section ( 10 marks )

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

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