Indeterminate Frame by Force Method

Indeterminate Beam Example by Method of Forces (Consistent Deformation)

Intro to Method of Forces for Indeterminate Structures

ZFM for 3D truss Final

Distance of zero crossing for Shear (Class ERRATA)

Virtual Work for Displacement in FRAMES with INCLINED member (Example 3)

Virtual Work for Displacement in FRAMES Example 2

Virtual Work for Temperature Change Causing Deflection in a Truss

Virtual Work for Fabrication Defects Causing Deflection in a Truss

Virtual Work for Deflection in a Truss due to external loads

Cable with Dist load hanging from vertical hangers (it looks distributed but is CONCENTRATED)

Cable subjected to Distributed Load Example 3

Cable Subjected to Distributed Load Example 2

Cable Subjected to Distributed Load Example 1

Intro to Trusses, Determinacy, indeterminacy, unstability

2 3 Frames A,V,M Diagrams and Deflected Shape INCLINED MEMBERS, Dist Loads and Loads applied at the

2 2 Frame 2 Axial, Shear and Moment Diagrams & Deflected shape INCLINED members

2 1 Frame 1 Axial, Shear and Moment Diagrams & Deflected shape2 perpendicular members

1 5 Wind Loads

1 4 Live Load Reduction and Tributary Area

1 3 Load Transfer and Tributary Area

1 3 Load Transfer and Tributary Area

1 2 Part b Philosophies of Design

1 2 Types of Loads

1 2 Types of Loads

1 1 Introduction, Analysis Design Process, Types of Structures

Moment Distribution for Frames Sway permitted or What the %$%$#@# is this!!!!

Moment Distribution for Frames no Sway

Example 6 Moment Distribution for Beams using SYMMETRY, Modified k

Example 5 Moment Distribution for Beams with Triangular loads SYMMETRY, Modified k, FEM

Example 4- Moment Distribution for Beams with Triangular loads SOME SHORTCUTS Modified k and FEM

Example 3 Moment Distribution for Beams with Triangular loads traditional approach

Example2 MOMENT DISTRIBUTION BEAMS with SETTLEMENTS

Example 1 MOMENT DISTRIBUTION BEAMS

Moment Distribution Definitions and Conventions

INTRO to Moment Distribution

SOLVED EXAMPLE of FRAMES by SLOPE DEFLECTION Method SWAY ALLOWED LATERAL DISPLACEMENT UNKNOWN

SLOPE DEFLECTION Example 3 Beams with Different Types of Loads and Multiple Degrees of Indeterminacy

SLOPE DEFLECTION for Solving Indeterminate Beam including Settlement of Supports

Slope Deflection Example 1 Beam without Settlements

INTRO to Slope Deflection Method

SOLVED EXAMPLE Differential Settlements in INDETERMINATE Structures

INTRO to Differential Settlements in INDETERMINATE Structures

Force Method with SEVERAL degees of indeterminacy SOLVED EXAMPLE

Intro to Force Flexibility Consistent deformation Method with SEVERAL degrees of indeterminacy

Force Method for Analysis of Statically Indeterminate TRUSS

Force Method for Analysis of Statically Indeterminate Frame with Inclined Leg and Draw Diagrams

Force Method Statically Indeterminate Beam Using Known Equations

Force Method for Statically Indeterminate Beam choosing Moment as Redundant

Force Method for Statically Indeterminate Beam Choose Vertical Reaction as Redundant

Intro to Method of Consistent Deformations AKA Force Method

Indeterminate trusses diagonals equally resist tension and compression

Example Portal Method with Frame Truss Combination Fixed Supports

Intro to Approximate Analysis of Indeterminate Trusses used as Secondary Structural Component

Indeterminate trussess diagonals cannot resist compression

Example Portal Method with Frame Truss Combination Pinned Supports

Explanation of Cantilever Method for Approximate analysis of Frames under Lateral Loads

Solved example by the Approximated Cantilever Method. Frames under lateral load

Approximate Analysis of STATICALLY INDETERMINATE Frames under VERTICAL LOAD

Approximate Analysis Vertical Loads INTRO

VIRTUAL WORK for BEAMS Part 3 Deflection

VIRTUAL WORK for BEAMS Part 2 Rotation

VIRTUAL WORK for BEAMS Part 1 Problem Statement

Part 2 Absolute Maximum Moment under a Series of Point Loads MUST WATCH PART 1 FIRST

Part 1 Absolute Maximum Moment under a Series of Point Loads MUST WATCH PART 2 AFTER

Application of Influence Lines and Graphic Approach for MOMENT

Application of Influence Lines and Graphic Approach for SHEAR

Application of Influence Lines and Graphic Approach for REACTIONS

Muller Breslau First Set of Examples

EASY WAY of drawing Influence Lines (Graphic Method)Muller Breslau

Influence Lines application to a series of concentrated loads in a truss bridge

Influence Lines for a Long K Truss

Example 2 How to draw I L for Beams part c Shear close to support

Example 2 How to draw I L for Beams part b Moment

Example 2 How to draw I L for Beams part a Reactions

Drawing IL for Girder with Floor Beams 3

Drawing IL for Girder with Floor Beams 2

Example 1 a Buiding Unit Influence Lines Approach for Reactions Brute Force Approach

Example 1 d Buiding Unit Influence Lines Approach for Moment

Influence Lines Intro Lecture

Zero Force Members for 3D Trusses Complete

3D Truss Geometry Table Method

Zero Force Members in 3D Trusses

3D Truss Reactions "By Hand"?

Intro Lecture to Cables and Arches

2 Cable under concentrated vertical load Sections

4 Cable under concentrated vertical load Mixed approach

1 Cable under concentrated vertical load joints

Structural analysis Portal Method Solved Example long

beam deflection double integral-1

beam deflection double integral-2