AP ECET 2020 is a Common Entrance Test for Diploma Holders and for B.Sc.(with Mathematics as one of the optional subjects) to get admission into B.Tech & Pharmacy. APECET 2020 will be conducted by JNTUA on behalf of the Andhra Pradesh State Council of Higher Education for the academic year 2020-2021
The submission of online applications for ECET Andhra Pradesh started on February 2020
AP ECET 2020 Syllabus for Diploma Holders in Engineering, Diploma Holders in Pharmacy and B.Sc.(Mathematics) Graduates.
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AP ECET 2020 Exam will be on 30th April 2020 (Thursday)
AP ECET 2020 Syllabus For Civil Engineering
AP ECET 2020 Syllabus in diploma holders in engineering, diploma holders in pharmacy, B.Sc.(Mathematics) graduates, Common Subjects given in detail.
Civil Engineering Syllabus is for Diploma Holders
- STRENGTH OF MATERIALS
UNIT:1 Simple stresses and strains-curves for ductile materials-Mechanical properties of materials-Hooke’s law-lateral strain-Poisson’s ratio-Elastic constants and the relation between them-Composite sections-Resilience-Strain energy-Gradual and sudden loadingShear force and Bending Moment Diagrams for cantilever, Simply supported, fixed, continuous and overhanging beams subjected to Point loads and - UDL
UNIT:2 Theory of simple bending-assumptions-bending equation-bending stresses-Section Modulus-Shear stress distribution across various sections like rectangular, circular and Isections-Torsion-solid and hollow circular shafts. - THEORY OF STRUCTURES:
UNIT:3 Deflection of cantilevers and simply supported beams-Double Integration and Macaulay’s methods-Mohr’s theorems for slope and deflections-calculation for propped cantilevers subjected to simple loading-Analysis of Fixed and Continuous beams of uniform section for simple loading without sinking of supports. Columns and struts-types-slenderness ratio- Euler’s and Rankine’s formulae for axial loading. Determination of forces in members of statically determinate, plane and pin-jointed trusses for dead loads only. Dams and retaining walls-conditions for stability-middle third rule-Rankine’s formula for active earth pressure. - REINFORCED CONCRETE STRUCTURES:
UNIT:4 Grades of concrete, characteristic strength, Modulus of Elasticity-I.S. 456 -2000- Philosophy of Limit state design. Limit state of Strength and Serviceability, partial safety factor-design strength of materials and design loads-assumptions. Analysis and Limit state design of rectangular beams-Singly, Doubly reinforced and Tbeams. Shear in RCC beams, lintels and sunshades-Development length. Slabs-analysis and limit state design of one-way and two-way slabs as per IS.456-2000. Torsion reinforcement. Design of continuous slabs and beams-Deflection check for Slabs and beams. Detailing of reinforcement in Singly reinforced and doubly reinforced simply supported beams of rectangular sections and lintels, one way and two way slabs.
UNIT:5 Columns: Codal provisions of I.S 456-2000-short and long columns-different shapes-design of short columns by limit state method-long columns- concept, effective length for different end conditions. Footings-Isolated column footings-one way shear and two way shear. Stairs-types, loads on stairs. Working stress method of design: Basic principles, neutral axis, lever arm-Design and analysis of Singly reinforced simply supported rectangular beams. Comparison of Limit state and Working stress methods. - SURVEYING:
UNIT:6 Chain surveying- purpose and principle- errors and corrections- different operations in chain surveying- obstacles – methods of calculation of area. Compass Surveying- purpose and principle- bearings- traversing using prismatic compass- local attraction- errors. Levelling- definitions- component parts- errors- classification of levelling- contouringcharacteristics and methods. Theodolite- principles and component parts- fundamental lines and relationship among them- adjustments of theodolite- measurement of horizontal and vertical angles- errors- traverse computations- bowditch and transit rule. Tacheometryprinciple- stadia tacheometry- tangential tacheometry, Principle and uses of E.D.M, Electronic Theodolite, Total Station, Global positioning System – Importance, G.I.S – Use and applications in Civil Engineering - HYDRAULICS.
UNIT:7 Fluid properties-specific weight –mass density-specific gravity-surface tension capillarity-viscosity. Atmospheric pressure, gauge pressure and absolute pressure. Fluid pressure on plane surfaces-Centre of pressure, measurement of fluid pressure using piezometer and manometers. Types of flows-uniform, non uniform, steady, un steady, laminar and turbulent flows. Energies of liquid in motion-continuity equation. Bernoulli’s theorem-Pitot tube-Venturimeter. Flow thorough small and large orifices, free orifices, submerged orifices, co-efficients of orifices-Cc, Cv and Cd. Flow through internal, external, convergent and divergent mouthpieces. Types of Notches-rectangular and triangular, flow over notches. Types of Weirs-sharp crested and broad crested-mathematical formulae for discharge-Franci’s and Bazin’s.
UNIT:8 Flow through pipes-major and minor losses-Chezy’s and Darcy’s formulae for loss of head due to friction-HGL & TEL- flow through siphon pipes. Reynold’s number for laminar and turbulent flows. Flow through open channels-rectangular and trapezoidal-chezy’s formula for discharge-Kutter’s and Manning’s equation for Chezy’s constants-Most economical sections. Centrifugal pumps without problems. Classification of TurbinesKaplan, Franci’s and Pelton wheel without problems-use of Draft tube. Hydro-electrical installations-components and uses. - IRRIGATION ENGINEERING:
UNIT:9 Necessity of Irrigations – Perinnial and inundation Irrigation , Flow and Lift Irrigation, Principal crops-kharif and rabi seasons-Duty, delta and base period. Methods of Irrigation-check flooding, basin flooding, contour bunding, furrow, sprinkler and drip Irrigations. Hydrology – Rainfall , types of Rain gauges, types of catchments-rainfall and runoff. Measurement of velocity of flow in streams-Ryve’s and Dicken’s formulae for computing maximum flood discharge. Classifications of Head works-component parts of diversion head works. Weirs and Barrages. Perculation and uplift pressures.Types of Reservoirs-dead storage, live storage and surcharge storage.
UNIT: 10 Storage Head works-different types of dams-rigid and non rigid dams- gravity dams-low and high dams. Elementary profile of a dam. Failures of gravity dams-drainage galleries. Ogee and siphon spillways. Earth dams— types, failures and precautions. Phreatic lines and drainage arrangements in earthen dams. Distribution works-classifications and alignment of canals-typical cross section of a canal-berm and balanced depth of cutting- canal lining. Lacey’s silt theory. Cross drainage works –types and functions.
Number of Questions to be set
CIVIL ENGINEERING
| Unit no | Topics | Marks |
| I & II | Strength of Materials | 20 |
| III | Theory of Structures | 20 |
| IV & V | Reinforced Concrete Structures | 20 |
| VI | Surveying | 15 |
| VII & VIII | Hydraulics | 15 |
| IX & X | Irrigation Engineering | 10 |
| _ | Total | 100 |
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