AKU BTech Civil Engineering 5th Sem Syllabus

1. 
3. ADVANCED SURVEYING Credit : 5
4. 1. Curve : (a) simple curve - Scope, degree of curve, characteristics, offset from tangent, offset from
5. chord produced. Rankine’s method, obstacles. (b) Compound and reverse curve – introduction of
6. cases. (c) Transition curve –compound curve, super elevation, length of transition curve,
7. characteristics equations, shift, tangent length and curve length of combined curve. Computation for
8. setting out of combined curve (d) Vertical curve – scope, assumption of vertical curve, equations,
9. computations for setting out curve, summit and valley curve. Lecture : 10
10. 2. Electronic Distance meter : Scope, electromagnetic curve, basic definitions, phase of wave, types of
11. 
    
12. waves, distance by transit time and phase difference, carrier wave, method of modulation. Electro-
13. optical EDM measurement, infra-red EDM instrument, microwave EDM instruments, effect of
14. 
    
15. atmospheric conditions and corrections, slope and height corrections, use of total station. Lecture : 9
16. 3. Triangulation : Scope, classification, inter-visibility, satellite station, eccentricity of signals, base line
17. and extension of base line. Theory of error terms, laws of weight, determination of M.P.V., M.P.E,
18. adjustment of geodetic triangle with central station, adjustment of level line, adjustment of spherical
19. triangle. Lecture : 10
20. 4. Astronomical Survey : Terms, spherical triangle, spherical trigonometry. Time, sidereal time,
21. apparent time, mean solar time, equation of time, universal time, standard time, conversion of time,
22. determination of time, determination of azimuth, Latitude, Longitude. Lecture : 4
23. 5. Geodetic Leveling : Scope, curvature and refraction correction, axis-signal correction, single angle
24. observation, reciprocal leveling. Lecture : 8 6. Hydrographic Surveying : Scope, methods of sounding,
25. locating of sounding, three-point problem and shoreline survey Lecture: 5
26. 
    
27. SOIL MECHANICS – I Credit : 5
28. 1. Introduction, Origin and Classification of soils, soil weight volume relationships, Index properties of
29. soil, soil structures and Clay Minerals. Lecture : 8
30. 2. Effective stress principle, Surface tension and capillarity, Permeability of soils, Darcy’s law, test for
31. determination of permeability, engineering use of permeability, Factors affecting permeability Lec-4
32. 3. Seepage analysis, flow nets, flow through dams. Lecture : 4
33. 4. Effective stress distribution in soils under hydrodynamic conditions. Quick sand, Piping, Prevention
34. of piping failures. Lecture : 4
35. 5. Compressibility and Consolidation:- Consolidation Process- Spring analogy, Definition,
36. measurement of consolidations- Determination of void ratio at various load increments, Terzaghi’s
37. theory of one dimensional consolidation, Determination of Coefficient of consolidation, Analysis of
38. consolidation data. Lecture : 10
39. 6. Vertical stress below applied load in soils (Boussinesq, Westergaard, and graphical solutions), one
40. and two dimensional cases. Lecture : 5
41. 7. Compaction characteristics, water content – dry unit weight relationships, OMC, max, Dry unit
42. weight field compaction control. Lecture : 5
43. 8. Soil stabilization

AKU BTech Civil Engineering 4th Sem Syllabus

AKU B.Tech Civil Engineering 3rd Semester Syllabus

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AKU B.Tech Civil Engineering 2nd Semester Syllabus

Download AKU B.Tech  Civil Engineering 2nd Semester Revised Syllabus

AKU B.Tech Civil Engineering 1st Semester Syllabus

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IS 800 : 2007 General Construction in Steel

This Indian Standard (Third Revision) was adopted by the Bureau of Indian Standards, after the draft finalized by the Structural Engineering and Structural Sections Sectional Committee had been approved by the Civil Engineering Division Council.

The steel economy programme was initiated by erstwhile Indian Standards Institution in the year 1950 with the objective of achieving economy in the use of structural steel by establishing rational, efficient and optimum standards for structural steel products and their use. IS 800: 1956 was the first in the series of Indian Standards brought out under this programme. The standard was revised in 1962 and subsequently in 1984, incorporating certain very importmt changes.

IS 800 is the basic Code for general construction in steel structures and is the prime document for any structural design and has influence on many other codes governing the design of other special steel structures, such as towers, bridges, silos, chimneys, etc. Realising the necessity to update the standard to the state of the art of the steel construction technology and economy, the current revision of the standard was undertaken. Consideration has been given to the de~elopments taking place in the country and abroad, and necessary modifications and additions have been incorporated to make the standard more useful.

IS 456:2000 Plain and Reinforced Concrete

This Indian Standard (Fourth Revision) was adopted by the Bureau of Indian Standards, after the draft finalized . by the Cement and Concrete Sectional Committee had been approved by the Civil Engineering Division Council. This standard was first published in 1953 under the title ‘Code of practice for plain and reinforced concrete for general building construction’ and subsequently revised in 1957. The code was further revised in 1964 and published under modified title ‘Code of practice for plain and reinforced concrete’,thus enlarging the scope of use of this code to structures other than general building construction also. The third revision was published in 1978, and it included limit state approach to design. This is the fourth revision of the  standard. This revision was taken up with a view to keeping abreast with the rapid development in the field of concrete technology and to bring in further modifications/improvements in the light of experience gained while using the earlier version of the standard.

1 SCOPE

1.1 This standard deals with the general structural use of plain and reinforced concrete. 

1.1.1 For the purpose of this standard,plain concrete structures are those where reinforcement,if provided is ignored for determination of strength of the structure. 

1.2 Special requirements of structures,such as shells, folded plates,arches.bridges,chimneys,blast resistant structures, hydraulic structures, liquid retaining structures and earthquake resistant structures,covered in respective standards have not been covered in this standard;these standards shall be used in.conjunction with this standard.

IS :1199-1959 Method of Sampling and Analysis of Concrete

0.1 This Indian Standard was adopted by the Indian Standards Institution on 10 November 1,959, after the draft finalized by the Cement and Concrete Sectional Committee had been approved by the Building Division Council.

.2 Testing plays an important role in controlling the quality of cement concrete work. Systematic testing of the raw materials for concrete as also, the concrete, both while it is fresh and after it has hardened, is an inseparable part of any quality control programme for concrete. It helps to achieve higher efficiency of the materials used and greater assurance of the performance of the concrete in regard to both strength and durability. The test methods used should be simple, direct and convenient in their application. This standard has been prepared with this object in view and provides a guide to the sampling, analysis, and determination of linear changes of concrete. Strength tests for concrete have been covered separately in IS : 516-1959 Methods of Tests for Strength of Concrete …

1. SCOPE 
1.1 This standard covers the methods of taking samples of concrete and their analysis 

Training Guidance

Eligibility Criteria:-

At least you must have completed 2nd year (any branch).

Process:-

Step 1 

Write an application letter to your HOD regarding summer internship/training.

A copy of letter is provided below

Then submit the above approval letter by to your training department in your college campus.

 Step 2

Your training department will provide application letter to the GM of respective department .

A copy of letter is provided below

Step 3 

Receive the letter from GM and visit the GM of project as mentioned in letter.

A copy of letter is provided below.

And follow the instructions as said.