Канал: CLASS ROOM (CIVIL)

Mr. Sujoy Biswas II Success Journey II WBPSC-AE (Civil) II

Mr. Sujoy Biswas II Success Journey II WBPSC-AE (Civil) II

32 II Deflection of Beam II Moment Area Method II

32 II Deflection of Beam II Moment Area Method II

31 II Deflection of Beams II Double-integration Method II

31 II Deflection of Beams II Double-integration Method II

Mr. Avijit Mandal II WBPSC-LECTURER II RRB II WBPH-AE II STRATEGY II SUCESS JOURNEY.

Mr. Avijit Mandal II WBPSC-LECTURER II RRB II WBPH-AE II STRATEGY II SUCESS JOURNEY.

30 II Columns II MCQ & Numerical Problems II Critical load II

30 II Columns II MCQ & Numerical Problems II Critical load II

29 II Columns II Euler's formula II Rankine formula II Critical load II

29 II Columns II Euler's formula II Rankine formula II Critical load II

Mr. SUSANTA GUIN II WBPSC-AE-PWD II SSC-JE-CPWD II STRATEGY II SUCCESS JOURNEY II

Mr. SUSANTA GUIN II WBPSC-AE-PWD II SSC-JE-CPWD II STRATEGY II SUCCESS JOURNEY II

28 II Springs II Numerical Problems on Carriage Springs and helical Springs II

28 II Springs II Numerical Problems on Carriage Springs and helical Springs II

27 II Springs II Carriage Springs II Helical Springs II

27 II Springs II Carriage Springs II Helical Springs II

26 II Torsion II Numerical Problems II Combine Stress II Principle Stress II

26 II Torsion II Numerical Problems II Combine Stress II Principle Stress II

25 II Torsion of Circular shaft II Torsional Stiffness II Non-uniform Torque II

25 II Torsion of Circular shaft II Torsional Stiffness II Non-uniform Torque II

24 II Torsion of Circular Shaft II Polar Moment of Inertia

24 II Torsion of Circular Shaft II Polar Moment of Inertia

23 II Shear stress II Numerical problems and its solutions II

23 II Shear stress II Numerical problems and its solutions II

22 II Shear Stress II Introduction II Stress Distribution Rectangular, Circular, Triangle, I-section

22 II Shear Stress II Introduction II Stress Distribution Rectangular, Circular, Triangle, I-section

Mr. Apurba Samanta II WBPSC-Lecturer II Strategy II Interview Experience

Mr. Apurba Samanta II WBPSC-Lecturer II Strategy II Interview Experience

21 II NUMERICAL PROBLEMS AND ITS SOLUTION II SIMPLE BENDING THEORY-2 II

21 II NUMERICAL PROBLEMS AND ITS SOLUTION II SIMPLE BENDING THEORY-2 II

20 II NUMERICAL PROBLEMS AND ITS SOLUTION II SIMPLE BENDING THEORY-1 II

20 II NUMERICAL PROBLEMS AND ITS SOLUTION II SIMPLE BENDING THEORY-1 II

19 II SIMPLE BENDING STRESS II BENDING STRESS IN COLUMN II UNIFORM SECTION II COMPOSITE SECTION

19 II SIMPLE BENDING STRESS II BENDING STRESS IN COLUMN II UNIFORM SECTION II COMPOSITE SECTION

18 II SIMPLE BENDING THEORY II INTRODUCTION II DERIVATION II APPLICATION

18 II SIMPLE BENDING THEORY II INTRODUCTION II DERIVATION II APPLICATION

Mr Sukhendu Kar II WBPSC-LECTURER II INDUSTRY II EXPERIENCE TALK II SUCCESS JOURNEY

Mr Sukhendu Kar II WBPSC-LECTURER II INDUSTRY II EXPERIENCE TALK II SUCCESS JOURNEY

Mr. Debojyoti Ghosh II WBPSC-Lecturer II KMDA II WBPSC-JE II Strategy and Interview Experience II

Mr. Debojyoti Ghosh II WBPSC-Lecturer II KMDA II WBPSC-JE II Strategy and Interview Experience II

How to get a Government Job of a Civil Engineering Student?? Mr. Pulak Ghosh, Lecturer.

How to get a Government Job of a Civil Engineering Student?? Mr. Pulak Ghosh, Lecturer.

17 II Numerical problems of Shear force and Bending Moment Diagram. Point load, udl and varied load.

17 II Numerical problems of Shear force and Bending Moment Diagram. Point load, udl and varied load.

16 II Shear force and Bending moment diagram of Cantilever, Simply supported and over hanging beam.

16 II Shear force and Bending moment diagram of Cantilever, Simply supported and over hanging beam.

15 II Shear Force and Bending Moment Diagram of Cantilever Beam and Simply Supported Beam.

15 II Shear Force and Bending Moment Diagram of Cantilever Beam and Simply Supported Beam.

14 II Basic concept of Shear force and Bending Moment Diagram. Types of joints. Types of beams.

14 II Basic concept of Shear force and Bending Moment Diagram. Types of joints. Types of beams.

13 II Numerical Problems of Moment of Inertia.

13 II Numerical Problems of Moment of Inertia.

12 II Moment of Inertia. Moment of Inertia by Integration. Theorem of Perpendicular, Parallel Axis

12 II Moment of Inertia. Moment of Inertia by Integration. Theorem of Perpendicular, Parallel Axis

11 II Centre of Gravity. Centroid of plane section. Centroid of plane section with cut-out holes.

11 II Centre of Gravity. Centroid of plane section. Centroid of plane section with cut-out holes.

10 II Mohr's Circle diagram, Shear stress, Normal stress, Principle planes, Principle stress.

10 II Mohr's Circle diagram, Shear stress, Normal stress, Principle planes, Principle stress.

09 II Principle stresses for two stress mutually perpendicular direction with shear stress.

09 II Principle stresses for two stress mutually perpendicular direction with shear stress.

08 II Principle Stresses for forces applied in two mutually perpendicular directions.

08 II Principle Stresses for forces applied in two mutually perpendicular directions.

07 II Principle Stresses and Strains for one dimensional stress. Concept of Principle Planes.

07 II Principle Stresses and Strains for one dimensional stress. Concept of Principle Planes.

06 II Tensile test on Mild Steel and analysis of stress-strain diagram. Yield stress # Proof stress.

06 II Tensile test on Mild Steel and analysis of stress-strain diagram. Yield stress # Proof stress.

05 II Strain Energy for different modes of load. Resilience, Proof Resilience, modulas of resilience

05 II Strain Energy for different modes of load. Resilience, Proof Resilience, modulas of resilience

03 II Poisson's ration and Volumetric strain. Bulk Modulas (K). Relation of K & E.

03 II Poisson's ration and Volumetric strain. Bulk Modulas (K). Relation of K & E.

04 II Shear stress and Strain. Principle of shear stress. Relation between E, K and G.

04 II Shear stress and Strain. Principle of shear stress. Relation between E, K and G.

02 II Thermal stress of Composite section. Stress and strain of statically indeterminant structures.

02 II Thermal stress of Composite section. Stress and strain of statically indeterminant structures.

01 II Basic Stress and Strain, Deformation due to self weight. Principle of Superposition.

01 II Basic Stress and Strain, Deformation due to self weight. Principle of Superposition.

West Bengal Civil Engineering Govt. Jobs. Full Guide in Bengali.

West Bengal Civil Engineering Govt. Jobs. Full Guide in Bengali.