Dr. S. & S. S. Ghandhy College of Engineering & Technology

Here I am looking for the Civil engineering 5th Sem Syllabus offered at Dr. S. & S. S. Ghandhy College of Engineering & Technology. Can you please tell me from where I can get it??

As you are looking for the Civil engineering 5th Sem Syllabus offered at Dr. S. & S. S. Ghandhy College of Engineering & Technology so here I am sharing with you.

Civil Engineering 5th Sem Syllabus:
Design of Concrete Structure
Introduction to is – 456:2000

1.1. Importance of use of steel as reinforcement
1.2. Limit state design method
1.3. Limit state of collapse and serviceability
1.4. Characteristic strength of concrete and grades of concrete
1.5. Characteristic strength of steel and grades of steel
1.6. Partial safety factors for material
1.7. Types of loads, load combinations and partial safety factors for loads
1.8. Limit state of collapse – FLEXURE and its assumptions
1.9. Limit state of collapse – SHEAR and its assumptions
1.10. Limit state of collapse – COMPRESSION and its assumptions
1.11. Limit state of serviceability – DEFLECTION
1.12. Limit state of serviceability – CRACKING

2. General is Requirements for Design According to is - 456:2000
2.1 Exposure conditions and minimum cover to the reinforcement, spacing of bars in a layer and different layers
2.2 Define effective depth
2.3 Effective span for different support conditions
2.4 Basic factors for control of deflection and different modification factors
2.5 Requirements of minimum and maximum flexural reinforcement in beam
2.6 Requirement of minimum flexural reinforcement, maximum diameter and maximum spacing of reinforcement in slab
2.7 Requirements of minimum shear reinforcement in beam
2.8 Short column, minimum eccentricity and requirements of longitudinal and lateral reinforcement in column
2.9 Bond stress: tbd and development length of bar

3. Beam and Lintel:
3.1 Classification of rectangular beam according to reinforcement: balanced section, under reinforced section, over reinforced section, singly reinforced section and doubly reinforced section
3.2 Singly reinforced rectangular beam: (Annexure-G, IS – 456:2000)
3.2.1. Depth of neutral axis: Xumax, Xu
3.2.2. Limiting percentage of steel: ptlim
3.2.3. Moment of resistance factor: Q
3.2.4. Use of SP-16 tables for dXumax , ptlim and Q 8
3.2.5. Limiting moment of resistance: Mulim
3.2.6. Moment of resistance: Mu
3.2.7. Design of tension reinforcement: AST for given Mu, its check against requirement of reinforcement
3.2.8. Use of SP-16 tables for AST
3.3 Doubly reinforced rectangular beam: (Annexure-G, IS – 456:2000)
3.3.1. Need of doubly reinforced section
3.3.2. Moment of resistance: Mu
3.3.3. Design of tension reinforcement: AST and compression reinforcement: ASC for given Mu, its check against requirement of reinforcement
3.3.4. Use of SP-16 tables for AST and ASC
3.4 Singly reinforced flanged (TEE and ELL) beam:
3.4.1 IS criteria for effective width of flange: BF
3.4.2 Limiting moment of resistance: Mulim (Annexure-G, IS – 456:2000)
3.4.3 Moment of resistance: Mu
3.5 Shear reinforcement
3.5.1. Nominal shear stress: tV
3.5.2. Design shear strength of concrete without shear reinforcement: tC
3.5.3. Maximum shear strength of concrete shear reinforcement: tCmax
3.5.4. Correction factor: k according to depth of concrete
3.5.5. Contribution of bent-up bars in shear
3.5.6. Design of shear reinforcement with and without bent-up bars
3.6 Development length of bar at support
3.7 Lintels: Load calculations according to height of masonry above lintel, design of flexural and shear reinforcement in lintel, check for reinforcement

4. Slab and Staircase:
4.1 Classification of slab panel according to span ratio: One way slab and Two way slab
4.2 Live Load on slab according to IS – 875:1987 (Part-II)
4.3 Effective span for One way simply supported slab
4.4 Design of One way simply supported slab with checks for flexure, shear, bond, deflection and cracking
4.5 Shear force and bending moment coefficient for One way continuous slab
4.6 Effective span for One way continuous slab
4.7 Design of One way continuous slab with checks for flexure, shear, bond, deflection and cracking
4.8 Provisions for Two way slab (Annexure-D, IS – 456:2000)
4.9 Design of Two way simply supported slab with torsion reinforcement with checks for flexure, shear, bond, deflection and cracking
4.10 Design of Two way simply supported slab without torsion reinforcement with checks for flexure, shear, bond, deflection and cracking
4.11 Design of waist slab for stair without stringer beam with checks for flexure, shear, bond, deflection and cracking

Rest of the detailed syllabus is attached in below file which is free of cost for you.

Address:
Dr. S. & S. S. Ghandhy College of Engineering & Technology
Majura Gate,
Surat ,
Gujarat,
India 395001
Phone No: 0261-2655799
Fax No: 0261-2656077
Email: gecsrt@yahoo.com

Map:

Attached Files Available for Download

Dr. S. & S. S. Ghandhy COET Civil Engg 5th Sem Syllabus.zip (161.6 KB, 58 views)

Dr. S & S.S. Ghandhy College of Engineering and Technology, Surat was established in 1955.
The college is approved by All India Council for Technical Education (AICTE).

Departments:
Department of Civil Engineering
Department of Mechanical Engineering
Department of Electrical Engineering
Department of Automobile Engineering
Department of Metallurgy
Department of Power Electronics
Department of textile Manufacturing
Department of Textile Processing
Department of Computer
Department of Information Technology

Placement Recruiters:
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Courses:
Diploma Automobile Engineering
Diploma Civil Engineering
Diploma Electrical Engineering
Diploma Information Technology
Diploma Metallurgy
Diploma Power Electronics
Diploma Textile Manufacturing
Diploma Textile Processing
Diploma Mechanical Engineering

Placement brochure

ghandhycollegesurat.org/TPO%20REPORT%202013-2014.doc

Contact:
Dr. S & S S Ghandhy College of Engineering & Technology

Doctor S S Saratji Ghandhy College Of Enginnering & Technology Majura Gate, Nanpura, Nanpura, Surat, Gujarat 395001 ‎
0261 265 5799 ‎

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