Determine Shear reinforcement of beam|design of beam|RCC|

Design Of Staircase| Design of dog legged staircase|civil engineering|RCC

Design of Beam ||RCC|engineering lectures|

Design of Beam ||RCC|engineering lectures|

Design of Beam ||RCC|engineering lectures|

Design of Footing|Rectangular Footing|RCC|engineering lectures|

Design of footing । square footing design | RCC |Civil engineering lectures| BE CIVIL |

Design of batten |Builtup column design | limit state method|

Design of welded joints under eccentric connection|| Limit state method|| unit-2

Roof Truss Numerical|Design of steel structure|Limit state method

Design and Analysis of Built up column|Limit state method|Design of Steel structure|

Design of spaced column |limit state method|Design of steel structure|

Design of Timber structure by Limit state method||Design of steel structure|unit-7

Design Of Lacing Column|Limit state method|Design of steel structure|

Design of Laterally Unsupported Beam|Design of steel structure|Limit state method|unit-5

Design of Laterally Supported/Restrained Beam||Design of steel structure|unit-5|flexural member|

Design of Steel structure||Design of bolted joint parallel to flange|Limit State Method|unit-2|PU|

Design of bolted joints under Eccentric load|Limit State Method|LSM|unit-2|

Design of bolted joints under axial load|Limit State Method|LSM|unit-2|

Design of steel structure by limit state method|5th sem|unit-2|Pu|

Poisson's equation numerical||unit-7||Numerical method||BE CIVIL

Laplace equation numerical||unit-7||solution of partial defferential equation||numerical method||

Laplace's Equation numerical||UNIT-7||Numerical methods in nepali|

BREAK EVEN ANALYSIS | sensitivity analysis by pw,fw,aw method Unit-7|engineering economics lectures

SENSITIVITY ANALYSIS | sensitivity analysis by pw,fw,aw method Unit-7|engineering economics lectures

KHOSLA'S THEORY | Khosla's theory concept and all type numerical|part-2|unit-5|irigation engineering

KHOSLA'S THEORY | Khosla's theory concept and all type numerical|part-1|unit-5|irigation engineering

Solution of second order ODE's by heun's method numerical||UNIT-6||Numerical methods in nepali|

Solution of first order ODE's numerical||UNIT-6||Numerical methods in nepali|

Runge kutta|RK-4 Method numerical||UNIT-6||Numerical methods in nepali|

Heun's Method numerical||UNIT-6||Numerical methods in nepali|

Euler's Method numerical||UNIT-6||Numerical methods in nepali|

Largest Eigen value & corresping eigen vetctor numerical||UNIT-5||Numerical methods in nepali|

Gauss seidal Method numerical||UNIT-5||Numerical methods in nepali|

Jacobi Method|Gauss jacobi method|numerical||UNIT-5||Numerical methods in nepali|

Scrout's Method||Lu Decomposition Method|Method numerical|UNIT-5||Numerical methods in nepali|

Do little Method||Lu Decomposition Method|Method numerical|UNIT-5||Numerical methods in nepali|

Inverse Matrix by gauss Jordan Method numerical|UNIT-5||Numerical methods in nepali|unit-4 Pu,ku

Gauss Jordan elimination Method numerical|UNIT-5||Numerical methods in nepali|unit-4 Pu,ku

Gauss elimination with partially vipoting numerical|UNIT-5||Numerical methods in nepali|unit-4 Pu,ku

Basic gauss eliminationa numerical||UNIT-5||Numerical methods in nepali|unit-4 Pu,ku,Tu,diploma

Webster's method||Traffic Signal Designing numerical ||Unit-3|transportation engineering-2|BECIVIL

Approximate method||Traffic Signal Designing numerical ||Unit-3|transportation engineering-2|BECIVIL

Trial cycle method||traffic Signal Designing numerical ||Unit-3|transportation engineering-2|BECIVIL

Design of traffic Rotary numerical ||Unit-3||transportation engineering-2|BECIVIL

Settlement of shallow foundation numerical|UNIT-5 ||Peck method,teng Method|Foundation engineering

Meyorof bearing capacity and hansen bearing capacity numerical|UNIT-5 ||Foundation engineering

Skempton's Theory for cohesive soil |UNIT-5 |Bearing Capacity||Foundation engineering

Terzaghi's Bearing capacity of foundation |UNIT-5 |Bearing Capacity||Foundation engineering

Terzaghi's Bearing capacity of foundation |UNIT-5 |Bearing Capacity||Foundation engineering

Mat Foundation Numerical||Unit-6 Foundation engineering|Pu,Tu,Ku

Payback period method numerical||Payout period Numerical||Unit-4||engineering economics lectures

External Rate Of Return method numerical||ERR Numerical||Unit-4||engineering economics lectures

Internal Rate Of Return part-2||IRR method Numerical||Unit-4||engineering economics lectures

Internal Rate Of Return||IRR method Numerical||Unit-4||engineering economics lectures

Capitalized worth method numerical||Unit-5||engineering economics lectures BECIVIL

Co-terminated assumption method numerical||Unit-5||engineering economics lectures BECIVIL

Repeatability assumption method numerical||Unit-5||engineering economics lectures BECIVIL

B/C Ratio||Benefit/Cost Ratio|Multiple Project Numerical||Unit-4||engineering economics lectures

B/C Ratio||Benefit/Cost Ratio| Single Project Numerical||Unit-4||engineering economics lectures