Stiffness Method for Truss | Problem 02|
29:26
Stiffness Method for Truss | Problem 02|
Direct Stiffness Matrix for Truss| Problem 01|
32:22
Direct Stiffness Matrix for Truss| Problem 01|
Design of Bolt Connection| AISC| Problem 01|
22:25
Design of Bolt Connection| AISC| Problem 01|
Base Plate Design| AISC| Problem 02|
14:12
Base Plate Design| AISC| Problem 02|
Base Plate Design| AISC| Problem 01|
27:41
Base Plate Design| AISC| Problem 01|
Shear Stress Distribution of W section Beam| Problem 05|
15:53
Shear Stress Distribution of W section Beam| Problem 05|
Serviceability of Beam| Problem 04| Beam Design|
15:54
Serviceability of Beam| Problem 04| Beam Design|
Bending Strength of a Noncompact Shape| Problem 03|
18:34
Bending Strength of a Noncompact Shape| Problem 03|
Bending Strength of a Wide Flange Beam| Problem 02|
18:53
Bending Strength of a Wide Flange Beam| Problem 02|
Design of Beam Steel Structure | Numerical Problem 01|
11:14
Design of Beam Steel Structure | Numerical Problem 01|
Effective length of a Column in a Frame | Steel Structure|
15:28
Effective length of a Column in a Frame | Steel Structure|
Steel Column Load Capacity | AISC ASD Method |
14:58
Steel Column Load Capacity | AISC ASD Method |
Design of Steel Column | AISC ASD method|
17:17
Design of Steel Column | AISC ASD method|
Marshall Mix Design| Problem 02| Pavement design|
12:50
Marshall Mix Design| Problem 02| Pavement design|
Marshall Mix Design | Problem 01| Pavement Design|
14:35
Marshall Mix Design | Problem 01| Pavement Design|
Contact Area of a tire| Pavement Design|
12:14
Contact Area of a tire| Pavement Design|
Equivalent Single Axle Load (ESAL) Calculation | Traffic Engineering |
8:37
Equivalent Single Axle Load (ESAL) Calculation | Traffic Engineering |
Burmister's Two Layer Analysis | Flexible Pavement thickness Design|
10:36
Burmister's Two Layer Analysis | Flexible Pavement thickness Design|
Deflection of Pavement | Boussinesq Method | Numerical Problem |
6:57
Deflection of Pavement | Boussinesq Method | Numerical Problem |
Wire Reinforcement for Rigid Pavement
9:31
Wire Reinforcement for Rigid Pavement
Flexible Pavement Design | AASHTO| Problem 01|
23:29
Flexible Pavement Design | AASHTO| Problem 01|
Rigid Pavement Design | AASHTO | Problem 01|
12:14
Rigid Pavement Design | AASHTO | Problem 01|
Effective Resilient Modulus and Effective Modulus of Subgrade Reaction | AASHTO |
13:25
Effective Resilient Modulus and Effective Modulus of Subgrade Reaction | AASHTO |
Green-Ampt Equation | Infiltration rate, Volume, Ponding Time | Numerical Problem |
7:26
Green-Ampt Equation | Infiltration rate, Volume, Ponding Time | Numerical Problem |
Streamflow Measurement | Numerical Problem | Area Velocity Method |
7:19
Streamflow Measurement | Numerical Problem | Area Velocity Method |
Unit Hydrograph | Numerical Problem 05 | Deconvolution | Complex Storm Event|
8:31
Unit Hydrograph | Numerical Problem 05 | Deconvolution | Complex Storm Event|
Moving Boat Method | Determination of Streamflow | Numerical Problem |
11:26
Moving Boat Method | Determination of Streamflow | Numerical Problem |
Calculation of Infiltration Volume | Horton's Equation | Numerical Problem|
5:47
Calculation of Infiltration Volume | Horton's Equation | Numerical Problem|
Synthetic Unit Hydrograph | Numerical Problem 04|
12:36
Synthetic Unit Hydrograph | Numerical Problem 04|
S Curve | Unit Hydrograph | Numerical Problem 03 |
6:05
S Curve | Unit Hydrograph | Numerical Problem 03 |