01:24:43
ASD16|Advanced SteelDesign|SingleCircuit TransmissionLineTower|Loads|Analysis|DesignProblem|IS802|P3
01:17:51
ASD-15|AdvancedSteelDesign|HighVoltage Overhead TransmissionLineTower| Material|Load|Stress|IS802|P2
01:01:50
DSS-4|Design of Steel Structures|Limit State|Plastic Analysis|Shape Factor|PlasticHinge|CollapseLoad
01:03:11
DSS-3|Design of Steel Structures|Limit State Method|IS800-2007|Structural Steel Sections|Properties2
41:35
DSS-2|Design of Steel Structures|Limit State Method|IS800-2007|Structural Steel Sections|Properties1
41:49
ASD14|AdvancedSteelDesign|Transmission LineTower|Parts|Type|Classification|Load|Sag|Tension|IS802|P1
51:00
DSS-1|Design of Steel Structures|Limit State| IS800-2007|Structural Steel|Advantages| Specifications
01:08:36
ASD13|Advanced Steel Design|Elevated Rectangular Pressed Steel Water Tank|Tower|Staging|IS:804|Part2
50:25
FEM18|FiniteElementMethod|FiniteDifferenceMethod|Sub/Iso/SuperparametricElements|ConvergenceCriteria
01:16:00
ASD-12|Advanced Steel Design|Elevated Rectangular Pressed Steel Water Tank|Stay|Girder|IS:804|Part-1
01:13:34
FEM17|FiniteElementMethod|3D Tetrahedral-HexahedralElements|Shape Function|Strain-DisplacementMatrix
01:08:36
ASD-11|Advanced Steel Design| Elevated Rectangular Steel Water Tanks| Tower| Staging| IS:805| Part-3
01:18:15
FEM-16|Finite Element Method|Axisymmetric Element Problem|2D Triangular Ring Element|Concept|Problem
53:01
ASD-10|Advanced Steel Design| Design of Overhead Rectangular Steel Water Tanks|Girders|IS:805|Part-2
47:38
FEM15|Finite Element Method|2D Higher Order IsoparametricElement| 6NodeTriangle|8-9NodeQuadrilateral
01:13:33
ASD-9|Advanced Steel Design| Design of Elevated Rectangular Steel Water Tanks| IS:805|Problem|Part-1
42:45
FEM-14|Finite Element Method| Numerical Integration| Gaussian Quadrature| 1D & 2D Integrals| Problem
01:06:49
ASD-8|Advanced Steel Design| Rectangular Pressed Steel Tank| Steel Gravity Water Tank| Tower|Staging
01:11:00
FEM-13|Finite Element Method|2D 4Node Quadrilateral-Isoparametric Element|Strain-Displacement Matrix
43:11
ASD-7|Advanced Steel Design| Design of Steel Silos| Wall Plate-Stiffeners| Ring Girder|Weld| IS:9178
55:28
FEM-12|Finite Element Method|2D 3Node CST Element| Stiffness Matrix|Body Force-Traction Force Vector
01:26:31
ASD-6 | Advanced Steel Design | Design of Steel Bunkers | IS:9178 Part 1 & 2 |Dr. D. Rupesh Kumar-OU
01:03:40
FEM-11|Finite Element Method| 2D 3Node CST Element| Shape Functions| Strain-Displacement Matrix| P1
01:07:16
ASD-5 | Advanced Steel Design | Bunkers and Silos | IS:4995 | Janssenâs & Airyâs Theory
23:23
FEM-10| Finite Element Method| 1-D Bar Element| Thermal Stress and Strain| Temperature Stress & Load
01:19:17
ASD-4 | Advanced Steel Design | Tubular Structures | Tubular Truss | Joints | IS:806 | IS:1161 Code
01:18:14
FEM9|Finite Element Method|Higher Order 1D 3Noded Quadratic Element| Shape Function|Stiffness Matrix
01:19:34
ASD-3| Advanced Steel Design| Combined Grillage Foundation| Concepts| Design Problem| IS:800 Code|OU
45:28
FEM8|FiniteElementAnalysis|Stepped Bar|1D Bar Element|Penalty Approach|Multipoint Boundary Condition
41:51
ASD-2| Advanced Steel Design| Isolated Grillage Foundation| Concepts| Design Problem| IS:800 Code
53:56
FEM7|Finite Element Method|Problems of FEA for Stepped Bar&1D Bar-Penalty Approach|BoundaryCondition
47:54
FEM-6|Finite Element Method|1D Bar Element|Boundary Conditions|Elimination Approach|Potential Energy
57:04
FEM-5|FiniteElementMethod|1D Bar Element|Derivation of Stiffness Matrix-Body & Traction Force Vector
58:52
FEM-4|FiniteElementMethod|1D Bar Element|TaperedStepped Bar|Shape Function| StressStrainDisplacement
33:12
FEM-3|Finite Element Method|Galerkin Method|Principle of VirtualWork|WeightedResidualApproach|1D Bar
01:21:58
FEM2|Finite Element Method|Spring Problem|Rayleigh Ritz Method|Principle of Minimum Potential Energy
01:30:28
FEM-1|FiniteElementMethod-Analysis|Stress-EquilibriumEquations|PlaneStress-Strain|BoundaryConditions
02:01:05
ASD-1|Advanced Steel Design| Isolated & Combined Grillage Foundation| IS:800|Concepts|Design Problem
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