Канал: Aquib Zafar Ansari

Lecture 2 Unit 6

Lecture 2 Unit 6

Lecture 1 Unit 6

Lecture 1 Unit 6

Lecture 6 Unit 5

Lecture 6 Unit 5

Lecture 5 Unit 5

Lecture 5 Unit 5

Lecture 4 Unit 5

Lecture 4 Unit 5

Experiment No 7 & 8

Experiment No 7 & 8

Lecture 3 Unit 5

Lecture 3 Unit 5

Lecture 2 Unit 5

Lecture 2 Unit 5

Lecture 1 Unit 5

Lecture 1 Unit 5

Experiment No 6

Experiment No 6

Lecture 3 Unit 4 Column & Arches

Lecture 3 Unit 4 Column & Arches

Lecture 4 Unit 4 Column & Arches

Lecture 4 Unit 4 Column & Arches

Lecture 2 Unit 4 Column & Arches

Lecture 2 Unit 4 Column & Arches

Lecture 1 Unit 4 Column & Arches

Lecture 1 Unit 4 Column & Arches

Experiment No 5

Experiment No 5

Experiment No 4

Experiment No 4

Lecture 4 Unit 3 Strain Energy Method

Lecture 4 Unit 3 Strain Energy Method

Lecture 3 Unit 3 Strain Energy Method

Lecture 3 Unit 3 Strain Energy Method

Experiment no 3

Experiment no 3

Lecture 2 Unit 3 Strain Energy Method

Lecture 2 Unit 3 Strain Energy Method

Lecture 1 Unit 3 Strain Energy Method

Lecture 1 Unit 3 Strain Energy Method

Lecture 5 ILD Numerical

Lecture 5 ILD Numerical

Exp No :- 2 To find the value of flexural stiffness EI for a given beam

Exp No :- 2 To find the value of flexural stiffness EI for a given beam

Lecture 4 ILD Numerical

Lecture 4 ILD Numerical

Lecture 3 ILD Numerical (18 May)

Lecture 3 ILD Numerical (18 May)

Lecture 2 ILD Numericals

Lecture 2 ILD Numericals

Expt No 1 Verification of Maxwell Reciprocal theorem

Expt No 1 Verification of Maxwell Reciprocal theorem

Lecture 4 C T M T

Lecture 4 C T M T

Lecture 2 C.T.M.T

Lecture 2 C.T.M.T

Lecture 3 C T M T

Lecture 3 C T M T

Unit 1 Clapeyron three moment equation

Unit 1 Clapeyron three moment equation

SA I Introduction continue

SA I Introduction continue

SA I Introduction

SA I Introduction

SFD and BMD Basic

SFD and BMD Basic

Practical No 6

Practical No 6

Winkler theory

Winkler theory

PRACTICAL NO 7

PRACTICAL NO 7

PRACTICAL NO 6

PRACTICAL NO 6

Seismic strengthening of masonry structures

Seismic strengthening of masonry structures

Base Isolation

Base Isolation

Seismic Retrofitting 2

Seismic Retrofitting 2

Structural stiffness matrix of portal frame 2

Structural stiffness matrix of portal frame 2

SEISMIC RETROFITTING 1

SEISMIC RETROFITTING 1

STIFFNESS MATRIX OF PORTAL FRAME

STIFFNESS MATRIX OF PORTAL FRAME

PRACTICAL 5

PRACTICAL 5

TYPE 4.2

TYPE 4.2

IS 13920 lecture2

IS 13920 lecture2

TYPE 4.1

TYPE 4.1

PRACTICAL NO 4

PRACTICAL NO 4

Structural stiffness matrix of truss Numerical type 3.1

Structural stiffness matrix of truss Numerical type 3.1

structural stiffness matrix Truss element Numerical 2

structural stiffness matrix Truss element Numerical 2

IS 13920 lecture1

IS 13920 lecture1

structural stiffness matrix Truss element for (6x6 ) Numerical 1

structural stiffness matrix Truss element for (6x6 ) Numerical 1

Practical no 3

Practical no 3

Structural matrix of truss Numerical 4

Structural matrix of truss Numerical 4

Shear wall codal provsion

Shear wall codal provsion

Structural matrix of truss Numerical 3

Structural matrix of truss Numerical 3

Shear wall

Shear wall

Structural matrix of truss Numerical 2

Structural matrix of truss Numerical 2

Stiffness matrix of truss elements numerical 1

Stiffness matrix of truss elements numerical 1

Practical no 1 for different I Value

Practical no 1 for different I Value

Numerical based on is13920

Numerical based on is13920

Derivation of SM for TRUSS ELEMENTS

Derivation of SM for TRUSS ELEMENTS

Sinking sm2

Sinking sm2

SA-II Practical 1

SA-II Practical 1

IS 1893 EX 3

IS 1893 EX 3

Sinking sm1

Sinking sm1

SMN 3

SMN 3

IS 1893 EX 2

IS 1893 EX 2

SMN2

SMN2

IS 1893 EX 1

IS 1893 EX 1

SMN1

SMN1

IS 1893 (STATIC ANALYSIS NUMERICAL)

IS 1893 (STATIC ANALYSIS NUMERICAL)

Introduction of Stiffness matrix

Introduction of Stiffness matrix

IS 1893 (Analytical methods)

IS 1893 (Analytical methods)

SA II DYNAMICS 2

SA II DYNAMICS 2

TORSION

TORSION

SA II DYNAMICS 1

SA II DYNAMICS 1

ERDS Lecture 4

ERDS Lecture 4

Double storey portal frame kannis

Double storey portal frame kannis

Double storey kannis solution

Double storey kannis solution

ERDS Lecture 2

ERDS Lecture 2

ERDS Lecture 3

ERDS Lecture 3

Kannis sway example 3

Kannis sway example 3

Kannis sway example 2

Kannis sway example 2

kannis sway example

kannis sway example

Kanni's sway example

Kanni's sway example

KANNI'S SWAY EXAMPLE

KANNI'S SWAY EXAMPLE

Numerical on kani's method Non sway

Numerical on kani's method Non sway

Unit 1 INTRODUCTION TO ERDS

Unit 1 INTRODUCTION TO ERDS

UNIT 1 Introduction to Kani's Method

UNIT 1 Introduction to Kani's Method

Introduction to Bridge Engg & IRC Loadings

Introduction to Bridge Engg & IRC Loadings

MDM analysis for portal frame having both legs inclined

MDM analysis for portal frame having both legs inclined

Inclinced leg case (MDM)

Inclinced leg case (MDM)

Basic and Numerical on inclined leg case (Portal frame using MDM)

Basic and Numerical on inclined leg case (Portal frame using MDM)

MDM on sway frame

MDM on sway frame

MDM SWAY ANALYSIS

MDM SWAY ANALYSIS

Numericals on Analysis of non sway indeterminent portal frame using MDM

Numericals on Analysis of non sway indeterminent portal frame using MDM

Numericals on MDM

Numericals on MDM

Moment distribution method

Moment distribution method

Introduction to structural analysis II

Introduction to structural analysis II

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ICT Enabled Classroom ACET

ICT Enabled Classroom ACET