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Plastic Analysis / Collapse load of Gable Frame /Pitched Roof #Beam, Gable, Sway mechanism :Part 2

Plastic Analysis / Collapse load of Gable Frame /Pitched Roof #Beam, Gable, Sway mechanism :Part 2

Plastic Analysis / Collapse load of Gable Frame /Pitched Roof #Beam, Gable, Sway mechanism :Part 1

Plastic Analysis / Collapse load of Gable Frame /Pitched Roof #Beam, Gable, Sway mechanism :Part 1

Collapse load for Portal Frame having inclined members.# Cancellation of Hinges# Plastic Analysis#

Collapse load for Portal Frame having inclined members.# Cancellation of Hinges# Plastic Analysis#

Plastic Collapse mechanism in Portal Frames # Kinematic Method # Combined mechanism# Hinge cancel#

Plastic Collapse mechanism in Portal Frames # Kinematic Method # Combined mechanism# Hinge cancel#

Plastic Analysis of Portal Frame# Collapse load using mechanism /Kinematic method.# Load factor.

Plastic Analysis of Portal Frame# Collapse load using mechanism /Kinematic method.# Load factor.

Plastic Analysis of frames/ Collapse load for the (Portal frame/ Rectangular frame) part 2 #BMD

Plastic Analysis of frames/ Collapse load for the (Portal frame/ Rectangular frame) part 2 #BMD

Plastic Analysis of frames/ Collapse load for the (Portal frame/ Rectangular frame). Part 1

Plastic Analysis of frames/ Collapse load for the (Portal frame/ Rectangular frame). Part 1

Effect of Axial force on Plastic Moment Capacity of rectangular cross section.

Effect of Axial force on Plastic Moment Capacity of rectangular cross section.

Collapse load of the continuous beam using Kinematic method/ Mechanism method. # Plastic analysis

Collapse load of the continuous beam using Kinematic method/ Mechanism method. # Plastic analysis

Collapse load for Fixed Beam using Kinematic method. # Plastic Analysis # Principle of Virtual work.

Collapse load for Fixed Beam using Kinematic method. # Plastic Analysis # Principle of Virtual work.

Plastic Moment capacity of Continuous beam using Static / Equilibrium method.

Plastic Moment capacity of Continuous beam using Static / Equilibrium method.

Plastic collapse load / Load factor of Continuous beam using Static/ Equilibrium method.

Plastic collapse load / Load factor of Continuous beam using Static/ Equilibrium method.

Plastic Moment Capacity of Propped Cantilever beam using - Static / Equilibrium method.

Plastic Moment Capacity of Propped Cantilever beam using - Static / Equilibrium method.

Plastic Collapse load for a fixed Beam having Point Load- Static / Equilibrium Method

Plastic Collapse load for a fixed Beam having Point Load- Static / Equilibrium Method

Collapse load of Propped Cantilever beam in Plastic analysis using Static / Equilibrium method.

Collapse load of Propped Cantilever beam in Plastic analysis using Static / Equilibrium method.

Plastic hinges in Propped cantilever beam having UDL.

Plastic hinges in Propped cantilever beam having UDL.

Static method/ equilibrium method for calculation of collapse load in Plastic Analysis

Static method/ equilibrium method for calculation of collapse load in Plastic Analysis

Plastic Analysis / sequence of plastic hinge of Continuous Beam using Incremental load Method

Plastic Analysis / sequence of plastic hinge of Continuous Beam using Incremental load Method

Plastic Collapse Load using Incremental load method. # Successive Plastic Hinge formation. +

Plastic Collapse Load using Incremental load method. # Successive Plastic Hinge formation. +

Static ( lower Bound) and Kinematic (Upper Bound) theorem in Plastic analysis

Static ( lower Bound) and Kinematic (Upper Bound) theorem in Plastic analysis

Importance of Moment Redistribution concept in Plastic Analysis for Indeterminate Structure.

Importance of Moment Redistribution concept in Plastic Analysis for Indeterminate Structure.

Plastic collapse Mechanism in Simply Supported Beam Detailed Discussion.

Plastic collapse Mechanism in Simply Supported Beam Detailed Discussion.

Plastic Analysis: Shape factor for circular, hollow and Diamond cross section and its significance

Plastic Analysis: Shape factor for circular, hollow and Diamond cross section and its significance

Plastic Analysis: Part3 #moment Curvature relation ship# Shape factor# Plastic yield zone.

Plastic Analysis: Part3 #moment Curvature relation ship# Shape factor# Plastic yield zone.

Plastic Analysis/ultimate load method : Part 2 ( Moment Curvature relation ship) Detailed Discussion

Plastic Analysis/ultimate load method : Part 2 ( Moment Curvature relation ship) Detailed Discussion

Plastic Analysis /Ultimate load method detailed Discussion. Part 1

Plastic Analysis /Ultimate load method detailed Discussion. Part 1

Gable Frame Analysis using Slope Deflection method. Part 2

Gable Frame Analysis using Slope Deflection method. Part 2

Gable Frame Analysis using Slope Deflection method. Part 1

Gable Frame Analysis using Slope Deflection method. Part 1

Portal Frame analysis having inclined member (Column) using Slope Deflection method : Part 2

Portal Frame analysis having inclined member (Column) using Slope Deflection method : Part 2

Portal Frame analysis having inclined member (Column) using Slope Deflection method : Part 1

Portal Frame analysis having inclined member (Column) using Slope Deflection method : Part 1

Analysis of Portal Frame having Inclined member (Beam) using Slope Deflection Method : Part 2.

Analysis of Portal Frame having Inclined member (Beam) using Slope Deflection Method : Part 2.

Analysis of Portal Frame having inclined member (Beam) using Slope Deflection method: Part 1

Analysis of Portal Frame having inclined member (Beam) using Slope Deflection method: Part 1

Analysis of Sway Frame having yielding of Support using Slope Deflection method: Part 2

Analysis of Sway Frame having yielding of Support using Slope Deflection method: Part 2

Analysis of Sway frame having yielding of Support at Fixed end: Slope deflection method Part 1

Analysis of Sway frame having yielding of Support at Fixed end: Slope deflection method Part 1

Analysis of Sway frame using Slope deflection method : Part 2. #Bending Moment Diagram & SFD #

Analysis of Sway frame using Slope deflection method : Part 2. #Bending Moment Diagram & SFD #

Analysis of Sway frame using Slope Deflection Method: Part 1

Analysis of Sway frame using Slope Deflection Method: Part 1

Analysis of Rigid frame : Slope Deflection method. BMD,SFD and deflection diag. discussed in detail.

Analysis of Rigid frame : Slope Deflection method. BMD,SFD and deflection diag. discussed in detail.

Analysis of Indeterminate beam having Internal hinge using Slope deflection method.

Analysis of Indeterminate beam having Internal hinge using Slope deflection method.

Analysis of continuous beam (with Overhangs) using Slope Deflection method: Part 2

Analysis of continuous beam (with Overhangs) using Slope Deflection method: Part 2

Analysis of continuous beam (with Overhangs) using Slope Deflection method. Part 1

Analysis of continuous beam (with Overhangs) using Slope Deflection method. Part 1

Slope Deflection Method: Prob 1 ( Analysis, SFD,BMD & Deflection Curve) for indeterminate beam.

Slope Deflection Method: Prob 1 ( Analysis, SFD,BMD & Deflection Curve) for indeterminate beam.

Slope Deflection method detailed explanation and derivation. # Indeterminate Structures.

Slope Deflection method detailed explanation and derivation. # Indeterminate Structures.

Force method vs Displacement method. # Analysis of Indeterminate Structure.

Force method vs Displacement method. # Analysis of Indeterminate Structure.

Influence line diagram of Reactions in Continuous beam:: Part -3. # Quantitative ILDs#

Influence line diagram of Reactions in Continuous beam:: Part -3. # Quantitative ILDs#

Influence line diagram of Reactions in Continuous beam:: Part -2. # Quantitative ILDs#

Influence line diagram of Reactions in Continuous beam:: Part -2. # Quantitative ILDs#

Influence line diagram of Reactions in Continuous beam:: Part -1. # Quantitative ILDs#

Influence line diagram of Reactions in Continuous beam:: Part -1. # Quantitative ILDs#

Influence line diagram for reactions in Indeterminate beam " Quantitative ILDs" -Part 2

Influence line diagram for reactions in Indeterminate beam " Quantitative ILDs" -Part 2

Influence line diagram for reactions in Indeterminate beam " Quantitative ILDs" -Part 1

Influence line diagram for reactions in Indeterminate beam " Quantitative ILDs" -Part 1

Influence Line Diagram for Indeterminate Beam.

Influence Line Diagram for Indeterminate Beam.

Absolute Bending Moment in Simply Supported Beam due to rolling loads- Problem 2

Absolute Bending Moment in Simply Supported Beam due to rolling loads- Problem 2

Absolute Bending Moment in Simply Supported Beam due to rolling loads- Problem 1

Absolute Bending Moment in Simply Supported Beam due to rolling loads- Problem 1

Absolute Bending moment in Simply Supported beam due to concentrated rolling loads

Absolute Bending moment in Simply Supported beam due to concentrated rolling loads

Influence Line diagram for reactions in continuous beam having internal hinges. # Muller Breslau's

Influence Line diagram for reactions in continuous beam having internal hinges. # Muller Breslau's

ILD using Muller Breslau's Principle of a beam having Internal hinges " Best Problem"

ILD using Muller Breslau's Principle of a beam having Internal hinges " Best Problem"

Influence line diagram using Muller Breslau's Problem 1

Influence line diagram using Muller Breslau's Problem 1

Influence line diagram for cantilever beam using Muller Breslau's Principle

Influence line diagram for cantilever beam using Muller Breslau's Principle

Influence line Diagram for Cantilever beam using Direct Method

Influence line Diagram for Cantilever beam using Direct Method

Influence Line diagram for Bending Moment at a Point " special set of rolling loads".

Influence Line diagram for Bending Moment at a Point " special set of rolling loads".

Influence line diagram " Special case for maximum moment at a point"

Influence line diagram " Special case for maximum moment at a point"

Influence line diagram for reactions " span is traverse by special case of UDL"

Influence line diagram for reactions " span is traverse by special case of UDL"

Influence line diagram for shear and moment using " Direct method"

Influence line diagram for shear and moment using " Direct method"

Influence Line Diagram " set of rolling loads traverse beam span"

Influence Line Diagram " set of rolling loads traverse beam span"

Influence line Diagram using Direct method.

Influence line Diagram using Direct method.

Muller- Breslau's Principle Detailed explanation

Muller- Breslau's Principle Detailed explanation

Shear Centre detailed explanation

Shear Centre detailed explanation

Shear Centre of thin walled open section having inclined segments.

Shear Centre of thin walled open section having inclined segments.

Shear Centre of H section( thin walled open section).

Shear Centre of H section( thin walled open section).

Shear flow distribution in thin-walled sections

Shear flow distribution in thin-walled sections

Problem on Shear flow in built up beam section

Problem on Shear flow in built up beam section

Problem on Shear flow in built up section

Problem on Shear flow in built up section

Problem on Shear flow in built up section .

Problem on Shear flow in built up section .

Shear Stress distribution in Built up Box beam.

Shear Stress distribution in Built up Box beam.

Shear Stress Distribution in Beams having Circular cross section.

Shear Stress Distribution in Beams having Circular cross section.

Variation of Shear Stress distribution along Rectangular section and I section

Variation of Shear Stress distribution along Rectangular section and I section

Assumptions made in Shear stress distribution and Analysis of a problem on Horizontal shear stress.

Assumptions made in Shear stress distribution and Analysis of a problem on Horizontal shear stress.

Shear Stress Distribution in Beams

Shear Stress Distribution in Beams

Analysis of 2 panel Vierendeel Girder using Force method.

Analysis of 2 panel Vierendeel Girder using Force method.

Analysis of 2d plane frame having antisymmetric loading.

Analysis of 2d plane frame having antisymmetric loading.

Analysis of "Classical " problem on Symmetry in Structures using Symmetry concepts- Unit load Method

Analysis of "Classical " problem on Symmetry in Structures using Symmetry concepts- Unit load Method

Explanation of Symmetry concepts in analysis of Structures

Explanation of Symmetry concepts in analysis of Structures

Analysis of rigid jointed plane frame using Castigliano's theorem of Least work -part 2

Analysis of rigid jointed plane frame using Castigliano's theorem of Least work -part 2

Concept of minimum strain energy method in Indeterminate structures

Concept of minimum strain energy method in Indeterminate structures

Analysis of Indeterminate Rigid frame having degree of redundancy two- using Unit Load Method.

Analysis of Indeterminate Rigid frame having degree of redundancy two- using Unit Load Method.

Explanation of Rigid frames and their types

Explanation of Rigid frames and their types

Analysis of basic indeterminate rigid frame using Unit load method.

Analysis of basic indeterminate rigid frame using Unit load method.

Analysis of Continuous beam having internal hinge- using Unit Load method.

Analysis of Continuous beam having internal hinge- using Unit Load method.

Analysis of continuous beam having settlement and yielding at multiple supports using Force method.

Analysis of continuous beam having settlement and yielding at multiple supports using Force method.

Analysis of continuous beam having yielding at two supports- using Unit load method.

Analysis of continuous beam having yielding at two supports- using Unit load method.

Analysis of continuous beam having single sinking support using Unit load method.

Analysis of continuous beam having single sinking support using Unit load method.

Analysis of indeterminate beam having external moment acting on intermediate supports using -ULM

Analysis of indeterminate beam having external moment acting on intermediate supports using -ULM

Analysis of indeterminate beam using unit load method.

Analysis of indeterminate beam using unit load method.

Analysis of Indeterminate beam by releasing internal moment using unit load method.

Analysis of Indeterminate beam by releasing internal moment using unit load method.

Analysis of indeterminate beam using Unit load method

Analysis of indeterminate beam using Unit load method

Analysis of Indeterminate beam fixed at both ends using consistent deformation method

Analysis of Indeterminate beam fixed at both ends using consistent deformation method

Analysis of Indeterminate truss having combined loading using Force method part-4

Analysis of Indeterminate truss having combined loading using Force method part-4

Analysis of Indeterminate truss having loading due to support settlement using Force method- part3

Analysis of Indeterminate truss having loading due to support settlement using Force method- part3

Analysis of Indeterminate truss having Initial mismatch of members using Force method- part1

Analysis of Indeterminate truss having Initial mismatch of members using Force method- part1

Analysis of Indeterminate truss using Force method- part1

Analysis of Indeterminate truss using Force method- part1

Analysis of Indeterminate Structure.

Analysis of Indeterminate Structure.

Rotation of Member at support and internal hinge using Virtual Load Method

Rotation of Member at support and internal hinge using Virtual Load Method

Rotation of members internal hinge in Portal Frame using Virtual Load Method

Rotation of members internal hinge in Portal Frame using Virtual Load Method

Slope and Displacement due to shear- Virtual Load method

Slope and Displacement due to shear- Virtual Load method

Deflection of a joint in Truss- Castigilano's Theorem

Deflection of a joint in Truss- Castigilano's Theorem

Deflection of Simply supported beam - Castigilano's Theorem

Deflection of Simply supported beam - Castigilano's Theorem

Deflection of two member frame using Castigilano's Theorem

Deflection of two member frame using Castigilano's Theorem

Problem on Reciprocal Theorem and Betti's law

Problem on Reciprocal Theorem and Betti's law

Problem on Strain energy- Axial, Shear and Bending

Problem on Strain energy- Axial, Shear and Bending

Castigliano's Theorem 2 detailed explanation

Castigliano's Theorem 2 detailed explanation

Castigilano's Theorem 1 detailed explanation

Castigilano's Theorem 1 detailed explanation

Maxwell Reciprocal Theorem and Betti's Law Explained

Maxwell Reciprocal Theorem and Betti's Law Explained

Virtual Load Method- For calculating deflection in beam having internal hinges.

Virtual Load Method- For calculating deflection in beam having internal hinges.

Virtual Load method - Determinate Beam part 1

Virtual Load method - Determinate Beam part 1

Virtual Load method for calculating deflection of Truss Joint having temperature variation Part 2

Virtual Load method for calculating deflection of Truss Joint having temperature variation Part 2

Virtual load Method- for calculating deflection at joint of Truss frame having fabrication error.

Virtual load Method- for calculating deflection at joint of Truss frame having fabrication error.

Virtual load Method explanation part 2

Virtual load Method explanation part 2

Virtual Load Method explanation part-1

Virtual Load Method explanation part-1

Energy principles for calculating slope and deflection.

Energy principles for calculating slope and deflection.

Static indeterminacy pin jointed frame.

Static indeterminacy pin jointed frame.

Static indeterminacy of Rigid Jointed frame structure- Part 3

Static indeterminacy of Rigid Jointed frame structure- Part 3

Static Indeterminacy of Rigid Jointed Frame structure- Part 2

Static Indeterminacy of Rigid Jointed Frame structure- Part 2

Static Indeterminacy of Rigid Jointed Frame Part -1

Static Indeterminacy of Rigid Jointed Frame Part -1

Static indeterminacy of beams having internal releases

Static indeterminacy of beams having internal releases

Static Indeterminacy of Pin Jointed and Rigid Jointed Structures

Static Indeterminacy of Pin Jointed and Rigid Jointed Structures

Kinematic indeterminacy of Rigid jointed Frames having releases part -II

Kinematic indeterminacy of Rigid jointed Frames having releases part -II

Kinematic indeterminacy of Rigid Frame part -1

Kinematic indeterminacy of Rigid Frame part -1

Kinematic Indeterminacy of beams having internal releases.

Kinematic Indeterminacy of beams having internal releases.

Kinematic indeterminacy part 2

Kinematic indeterminacy part 2

Kinematic Indeterminacy easy explanation.

Kinematic Indeterminacy easy explanation.

Stability of Pin Jointed compound frame.

Stability of Pin Jointed compound frame.

Pin Jointed Structure stability Analysis

Pin Jointed Structure stability Analysis

Stability of Pin and Rigid jointed structures explanation

Stability of Pin and Rigid jointed structures explanation

Slope and Deflection of a beam having internal hinges- Conjugate beam method

Slope and Deflection of a beam having internal hinges- Conjugate beam method

Slope and deflection of Simply supported Overhang Beam- Conjugate Beam method

Slope and deflection of Simply supported Overhang Beam- Conjugate Beam method

Slope and Deflection in Simply Supported Beam- Conjugate Beam Method

Slope and Deflection in Simply Supported Beam- Conjugate Beam Method

Conjugate Beam Method Explained

Conjugate Beam Method Explained