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Top Best Engineering Mechanics Coaching Tuition in Noida Force Systems: Basic concepts: Definitions, Basic assumptions, Scalar & Vector quantities, Free, Forced and fixed vectors. Force System: Force, Classification & Representation, Force as a Vector, Composition of forces, Parallelogram Law, Resolution, Principle of Transmissibility of forces Moment of a force, Vector representation, Moment for coplanar force system, Varignon’s theorem Couple, Vector representation, Resolution of a force into a force and a couple. Force Systems: Coplanar Concurrent Force system and Coplanar Non Concurrent force systems, Resultant of coplanar force system. Equilibrium of coplanar force system, Free body diagrams, Determination of reactions, Equilibrium of a body under three forces, Lami’s theorem. Friction: Introduction, Wet and Dry friction, Theory of Dry friction, Angle of friction, Angle of Repose, Cone of friction, Coulomb’s laws of friction. II Basic Structural Analysis: Plane Truss, Difference between truss and frame, Perfect and imperfect truss, Assumptions and Analysis of Plane Truss , Method of joints, Method of section, Zero force members. Beams, Types of beams, Statically Determinate Beams, Shear force and bending moment in beams, Shear force and bending moment diagrams, Relationships between load, shear and bending moment. Centroid and Moment of Inertia: Center of Gravity, Center of Mass and Centroid of curves, areas, volumes, Determination of centroid by integration, Centroid of composite bodies. Definition of Moment of inertia of area, Perpendicular axis theorem and Polar moment of Inertia, Parallel axis theorem, Moment of inertia of simple areas by integration, Moment of Inertia of Composite Areas. Moment of Inertia of masses, Parallel axis theorem for mass moment of inertia, Mass moment of inertia of simple bodies by integration, Mass moment of inertia of composite bodies. Kinematics of Rigid Body: Introduction, Absolute motion, Plane rectilinear motion of rigid body, Plane curvilinear Motion of rigid body, x-y and n-t components, Rotation of rigid bodies, Relative Motion, Plane Motion of rigid bodies, Instantaneous center of zero velocity Kinetics of Rigid Body: Introduction, Force, Mass and Acceleration, Newton’s law ofmotion, D’Alembert’s Principles and Dynamic Equilibrium, Laws of motion applied to planar translation, rotation and plane motion. Work and Energy, Kinetic energy, Principle of work and energy, Conservative forces, Law of conservation of energy, Linear Impulse and Momentum, Conservation of linear momentum. V Mechanics of Deformable Solids: Simple stress and strain: Normal and shear stresses. One Dimensional Loading; members of varying cross section, bars in series. Tensile Test diagram for ductile and brittle materials, Elastic constants, Strain energy. Bending of Beams: theory of pure bending, neutral surface and neutral axis, stresses in beams of different cross sections. Theory of Torsion, Torque and twist, Shear stress due to torsion circular sections For more details call us or whatsapp on 9650308924, 9891500587
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Geotechnical Engineering Coaching & Tuition Classes In Noida BTech Civil Engineering Coaching & Tuition Classes In Noida Basic Concepts: Definition of soil and soil mechanics, common soil mechanics problems in Civil Engineering. Principal types of soils. Important properties of very fine soil. Characteristics of main Clay mineral groups. Weight volume relationship and determination of specific gravity from pycnometer test. Field density from sand replacement method and other methods. 2. Index Properties: Grain size analysis. Stokes’s law and Hydrometer analysis. Consistency and sensitivity of Clay, Atterbeg Limits, Flow Index and Toughness Index. Underlying theory of shrinkage limit determination. Classification of coarse and fine grained soils as per Indian Standard. 3. Compaction: Definition and object of compaction and concept of O.M.C. and zero Air Void Line.Modified proctor Test. Factors affecting compaction Effect of compaction on soil properties and their discussion. Field compaction methods- their comparison of performance and relativesuitability. Field compacative effort, Field control of compaction by proctor. 4. Consolidation: Definition and object of consolidation, Difference between compaction and consolidation. Concept of various consolidation characteristics i.e. av, mv and cv, primary and secondary consolidation. Terzaghi's Differential equation and its derivation. Boundary conditions for Terzaghi's solution for one dimensional consolidation concept of cv, tv & U. consolidation test determination of cv from curve fitting methods, consolidation pressure determination. Normally consolidated and over consolidated clays. Causes of over-consolidation. Effect of disturbance on e-Logσ curves of normally consolidated clays, importance of consolidation settlement in the design of structures. 5. Permeability and Seepage: Concept of effective stress principal, seepage pressure, critical hydraulic gradient and quick sand condition. Capillary phenomenon in soil. Darcy’s Law and its validity, seepage velocity, co-efficient of permeability (k) and its determination in the laboratory. Average permeability of startified soil mass, factors affecting 'k' and brief discussion. 6. Shear Strength: Stress analysis of a two dimensional stress system by Mohr circle. Concept of pole. Coulomb's law of shear strength coulomb - Mohr strength theory. Relation between principal stesses at failure. Direct, triaxial and unconfined shear strength tests. Triaxial shear tests based on drainage conditions typical strength envelopes for clay obtained from these tests. Derivation of skempton's pore pressure parameters. Stress strain and volume change characteristics of sands. 7.Stability of Slopes: slope failure, base failure and toe failure - Swedish circle method - φ=0 analysis and c=0 analysis - friction circle method - Taylor’s stability number - stability charts - sliding block analysis
Geotechnical Engineering Coaching & Tuition Classes In Noida BTech Civil Engineering Coaching & Tuition Classes In Noida Basic Concepts: Definition of soil and soil mechanics, common soil mechanics problems in Civil Engineering. Principal types of soils. Important properties of very fine soil. Characteristics of main Clay mineral groups. Weight volume relationship and determination of specific gravity from pycnometer test. Field density from sand replacement method and other methods. 2. Index Properties: Grain size analysis. Stokes’s law and Hydrometer analysis. Consistency and sensitivity of Clay, Atterbeg Limits, Flow Index and Toughness Index. Underlying theory of shrinkage limit determination. Classification of coarse and fine grained soils as per Indian Standard. 3. Compaction: Definition and object of compaction and concept of O.M.C. and zero Air Void Line.Modified proctor Test. Factors affecting compaction Effect of compaction on soil properties and their discussion. Field compaction methods- their comparison of performance and relativesuitability. Field compacative effort, Field control of compaction by proctor. 4. Consolidation: Definition and object of consolidation, Difference between compaction and consolidation. Concept of various consolidation characteristics i.e. av, mv and cv, primary and secondary consolidation. Terzaghi's Differential equation and its derivation. Boundary conditions for Terzaghi's solution for one dimensional consolidation concept of cv, tv & U. consolidation test determination of cv from curve fitting methods, consolidation pressure determination. Normally consolidated and over consolidated clays. Causes of over-consolidation. Effect of disturbance on e-Logσ curves of normally consolidated clays, importance of consolidation settlement in the design of structures. 5. Permeability and Seepage: Concept of effective stress principal, seepage pressure, critical hydraulic gradient and quick sand condition. Capillary phenomenon in soil. Darcy’s Law and its validity, seepage velocity, co-efficient of permeability (k) and its determination in the laboratory. Average permeability of startified soil mass, factors affecting 'k' and brief discussion. 6. Shear Strength: Stress analysis of a two dimensional stress system by Mohr circle. Concept of pole. Coulomb's law of shear strength coulomb - Mohr strength theory. Relation between principal stesses at failure. Direct, triaxial and unconfined shear strength tests. Triaxial shear tests based on drainage conditions typical strength envelopes for clay obtained from these tests. Derivation of skempton's pore pressure parameters. Stress strain and volume change characteristics of sands. 7.Stability of Slopes: slope failure, base failure and toe failure - Swedish circle method - φ=0 analysis and c=0 analysis - friction circle method - Taylor’s stability number - stability charts - sliding block analysis
Diploma courses in Noida Geotechnical Engineering Coaching & Tuition Classes In Noida BTech Civil Engineering Coaching & Tuition Classes In Noida Basic Concepts: Definition of soil and soil mechanics, common soil mechanics problems in Civil Engineering. Principal types of soils. Important properties of very fine soil. Characteristics of main Clay mineral groups. Weight volume relationship and determination of specific gravity from pycnometer test. Field density from sand replacement method and other methods. 2. Index Properties: Grain size analysis. Stokes’s law and Hydrometer analysis. Consistency and sensitivity of Clay, Atterbeg Limits, Flow Index and Toughness Index. Underlying theory of shrinkage limit determination. Classification of coarse and fine grained soils as per Indian Standard. 3. Compaction: Definition and object of compaction and concept of O.M.C. and zero Air Void Line.Modified proctor Test. Factors affecting compaction Effect of compaction on soil properties and their discussion. Field compaction methods- their comparison of performance and relativesuitability. Field compacative effort, Field control of compaction by proctor. 4. Consolidation: Definition and object of consolidation, Difference between compaction and consolidation. Concept of various consolidation characteristics i.e. av, mv and cv, primary and secondary consolidation. Terzaghi's Differential equation and its derivation. Boundary conditions for Terzaghi's solution for one dimensional consolidation concept of cv, tv & U. consolidation test determination of cv from curve fitting methods, consolidation pressure determination. Normally consolidated and over consolidated clays. Causes of over-consolidation. Effect of disturbance on e-Logσ curves of normally consolidated clays, importance of consolidation settlement in the design of structures. 5. Permeability and Seepage: Concept of effective stress principal, seepage pressure, critical hydraulic gradient and quick sand condition. Capillary phenomenon in soil. Darcy’s Law and its validity, seepage velocity, co-efficient of permeability (k) and its determination in the laboratory. Average permeability of startified soil mass, factors affecting 'k' and brief discussion. 6. Shear Strength: Stress analysis of a two dimensional stress system by Mohr circle. Concept of pole. Coulomb's law of shear strength coulomb - Mohr strength theory. Relation between principal stesses at failure. Direct, triaxial and unconfined shear strength tests. Triaxial shear tests based on drainage conditions typical strength envelopes for clay obtained from these tests. Derivation of skempton's pore pressure parameters. Stress strain and volume change characteristics of sands. 7.Stability of Slopes: slope failure, base failure and toe failure - Swedish circle method - φ=0 analysis and c=0 analysis - friction circle method - Taylor’s stability number - stability charts - sliding block analysis
Best BTech Coaching & Tuition Classes In Noida For Geo Technical Engineering Origin and classification: Preview of Geotechnical field problems in Civil Engineering, Soil formation, transport and deposit, Soil composition, Basic definitions, Weight volume relationships, Clay minerals, Soil structure, Index properties, Particle size analysis, Soil classification. Soil Hydraulics: Modes of occurrence of water in soil. Stress conditions in soil- total, effective and neutral stresses and relationships. Permeability - Bernaulli's equation, Darcy's Law, hydraulic conductivity, laboratory determination of hydraulic conductivity, equivalent hydraulic conductivity in stratified soil. Seepage- Laplace equation of continuity, flow nets, seepage calculation from a flow net, flow nets in anisotropic soils, seepage through earth dam, critical hydraulic gradient and quick sand condition. Soil compaction, water content – dry unit weight relationships. Factors controlling compaction. Field compaction equipment; field compaction control; Proctor needle methodStresses in soils: Normal and shear Stresses on a plane, Stresses due to applied loads, Boussinesq’s solution for a point load, line load, strip load, uniformly loaded circular and rectangular areas, Isobar and pressure bulb concept, stress distribution on horizontal and vertical planes, Newmark’s chart and its application, contact pressure. Consolidation: Consolidation and compaction, primary and secondary consolidation, Terzaghi’s one dimensional theory of consolidation, Consolidation test, Normal and Over Consolidated soils, Over Consolidation Ratio, determination of coefficient of consolidation, consolidation under construction loading. Shear Strength: Mohr-Coulomb failure criterion, shear strength parameters and determination; direct and tri-axial shear test; unconfined compression test; vane shear test; sensitivity and thixotropy; pore pressure, Skempton’ s pore pressure coefficients. Earth pressure: Classical theories, Coulomb and Rankine approaches for frictional and c-φ soils, Smooth and rough walls, Inclined backfill, graphical methods of earth pressure determination. Types of retaining structures. Characterization of ground, site investigations, groundwater level, methods of drilling, sampling, in situ tests, SPT, CPT, DCPT. 4 Sub-Structures: Introduction to foundations- types and differences; choice; loads; design philosophies. Bearing capacity of shallow foundations; modes of failures; corrections for size, shape, depth and eccentricity; provisions of IS code of practice. Introduction to deep foundations. CFA Engineering Academy 9650308924, 9891500587, 9818003202, 9560384454 provide Online as well as Offline coaching and tuition for all subjects of MTech, BTech, AMIE, Engineering Diploma for the following stream of Engineering • Electrical & Electronic Engineering • Electronic & Communication Engineering • Mechanical Engineering • Computer Science Engineering • Civil Engineering • Bio-Technology Engineering • Information Technology Engineering Salient Features are: • Small Group to give Individual Attention • Free Career Counseling • Free Notes and Revision Classes • Regular Test and Evaluation • Extremely useful for GATE/PSU and other similar Test Prep and Recruitment Exam • Highly useful for concept Building & Doubt Clearing • Subject wise Classes/Back papers classes with assured success for UPTU/IP/MDU/DTU/DU etc. • 100% Success Rate • UPTU, MTU, Amity, Sharda University, JIIT, DCE, GGS IPU, Jamia University Syllabus • Experienced & Qualified Faculties are from Colleges, Universities & Corporate For More Details Contact NOIDA Office: CFA Academy Of Career Development, C-28, Basement, Near Gate Number - 3, Sec-52, Opposite Hoshiyaar Pur, NOIDA, 0120-4572220, 9650308924, 9891500587, 9818003202, 9560384454 Website: http://www.cfaacd.com Website: http://www.cfaacd.blogspot.in Website: http://cfaacademy.blogspot.in/ Website: http://cfaacademy.co.in Website: http://cfaacademy.in
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