31:07

L-41 || CBR Test & Load Penetration Curve || Geotechnical Engineering || dAd Sir

32:51

L-40 || California Bearing Ratio (CBR) Test || Geotechnical Engineering || dAd Sir

43:03

L-39 || Compaction Equipments || Geotechnical Engineering || dAd Sir

24:55

L-38 || Modified Proctor Test || Geotechnical Engineering ||

38:45

L-37 || Compaction Curve & Factors affecting Compaction || Geotechnical Engineering || dAd Sir

36:22

L-36 || Standard Proctor Test (Part-02) || Geotechnical Engineering || dAd Sir

44:37

L-35 || Standard Proctor Test (Part-01) || Geotechnical Engineering || dAd Sir

33:28

L-34 || Compaction || Geotechnical Engineering || dAd Sir

01:08:47

L-33 || Earth Pressure, Active, Passive Earth Pressure || Geotechnical Engineering || dAd Sir

01:10:13

L-27 || Numerical (Part-02) Columns || Design of Steel & RCC Structure || dAd Sir

44:26

L-26 || Numerical (Columns) || Design of Steel & RCC Structure || dAd Sir

01:11:27

L-25 || Design Strength of Axially Loaded Columns || Design of Steel & RCC Structure || dAd Sir

53:11

L-32 || Standard Penetration Test (SPT) ||Geotechnical Engineering || dAd Sir

01:03:48

L-31 || Plate Load Test on Soil || Geotechnical Engineering || dAd Sir

52:47

L-30 || Terzaghi's Bearing Capacity of Soil || Geotechnical Engineering || dAd Sir

52:12

L-29 || Local Shear Failure || Geotechnical Engineering || dAd Sir

01:08:55

L-28 || General Shear Failure & Local Shear Failure || Geotechnical Engineering || dAd Sir

01:09:14

L-27 || Bearing Capacity of Soil || Foundation Engineering || Geotechnical Engineering || dAd Sir

44:58

L-26 || Direct Shear Test || Geotechnical Engineering || dAd Sir

43:13

L-25 || Mohr Circle & Failure Envelope || Geotechnical Engineering

30:03

L-42 || Soil Stabilization || Geotechnical Engineering || dAd Sir

30:21

L-24 || Shear Failure of Soil || Geotechnical Engineering || dAd Sir

53:15

L-23 || Shear Strength in Soils || Geotechnical Engineering || dAd Sir

01:19:32

L-24 || Columns under Axial Load || Design of Steel & RCC Structure || SBTE, RGPV, SSC-JE || dAd Sir

44:48

L-23 || Numericals (Bond & Development Length) || Design of Steel & RCC Structures || dAd Sir

01:12:40

L-22 || Bond & Development Length || Design of Steel & RCC Structure || dAd Sir

56:23

L-21 || Numericals (Shear) || Design of Steel & RCC Structure || SBTE/MSBTE/SSC-JE, AE/JE || dAd Sir

36:49

L-22 || Numerical on Permeability || Geotechnical Engineering || dAd Sir

28:35

L-21 || Seepage through an Earthen Dam || Geotechnical Engineering || dAd Sir

39:31

L-20 || Flow Net (Seepage Analysis) || Geotechnical Engineering || dAd Sir

48:50

L-19 || Seepage in Soil (Concept) || Geotechnical Engineering || dAd Sir

50:53

L-18 || Permeability in Stratified Soils || Geotechnical Engineering || dAd Sir

45:25

L-20 || Design Steps (Shear) || Design of Steel & RCC Structure || dAd Sir

55:27

L-19 || Shear Reinforcements (Vertical, Inclined etc.) || Design of Steel & RCC Structure || dAd Sir

59:43

L-18 || Shear in Beams (Limit State Method) || Design of Steel & RCC Structure || dAd Sir

54:10

L-17 || Design of Doubly Reinforced Beams || Design of Steel & RCC Structure (As/SBTE) || dAd Sir

01:02:55

L-16 || Doubly Reinforced Beam (Numericals) || Design of Steel & RCC Structure || dAd Sir

46:08

L-17 || Constant Head Permeability Test || Geotechnical Engineering || dAd Sir

54:26

L-16 || Factors affecting Permeability of Soil || Geotechnical Engineering || dAd Sir

56:43

L-15 || Permeability in Soil || Geotechnical Engineering || dAd Sir

01:06:38

L-14 || Coefficient of Curvature, Coefficient of Uniformity || Geotechnical Engineering || dAd Sir

58:10

L-13 || Particle Size Distribution || Geotechnical Engineering || dAd Sir

34:51

L-12 || Liquid Limit, Plastic Limit, Activity || Geotechnical Engineering || dAd Sir

36:29

L-15 || Moment of Resistance of Doubly Reinforced Beam || Design of Steel & RCC Structure || dAd Sir

01:00:28

L-14 || Doubly Reinforced Section || Design of Steel & RCC Structure || dAd Sir

32:32

L-13 || Design of Cantilever Beams (Numericals)

01:20:43

L-12 || Design of Simply Supported Beam (Numericals) || Design of Steel & RCC Structure || dAd Sir

01:05:21

L-11 || Under Reinforced Section || Design of Steel & RCC Structure || dAd Sir

56:12

L-10 || Singly Reinforced Section || Design of Steel & RCC Structure || dAd Sir

54:27

L-11 || Determination of Liquid Limit (Casagrande Appratus) || Geotechnical Engineering || dAd Sir

37:21

L-09 || Moment of Resistance of Balanced Section || Design of Steel & RCC Structure || dAd Sir

44:49

L-10 || Particle Size Distribution of Soil || Geotechnical Engineering || dAd Sir

42:17

L-08 || Moment of Resistance (Mu) of Singly Reinforced Section || Design of Steel & RCC Structures

40:37

L-09 || Specific Gravity & Pycnometer Method || Geotechnical Engineering || dAd Sir

55:37

L-07 || Under Reinforced, Over Reinforced Sections || Design of Steel & RCC Structure || dAd Sir

45:50

L-08 || Unit weight of soil (Dry, Saturated, Submergerd..) Geotechnical Engineering || dAd Sir

55:17

L-07 || Relative Density of Soil || Geotechnical Engineering Full Course || dAd Sir

57:10

L-06 || Analysis of Singly Reinforced Section || Design of Steel & RCC Structure || dAd Sir

45:55

L-06 || Numericals (Three Phase System) || Geotechnical Engineering (Full Course) || dAd Sir

42:02

L-05 || Derivation of Formulas (Limit State of Collapse-Flexure) || Design of Steel & RCC Structure