Lesson 81 of 91 • 2 upvotes • 15:00mins
Part 2 (continuation of part - 1) of the numerical on beam analysis using the matrix method. One important point to be emphasized over here is that when forming the q0 matrix for the equation Q=KD+q0, we only take those terms from the "fixed end moments and reactive forces", whose degree of freedom is known to us, rest all are taken as 0. Whereas, while doing this for the member forces, we take all the terms regardless of anything in the matrix for q0.
91 lessons • 17h 56m
Introduction to Structural Engineering
8:54mins
Types of Structures and Loads
12:07mins
Determinacy and Indeterminacy
14:46mins
Tutorial on Determinacy and Indeterminacy
14:55mins
Trusses
9:39mins
Method of Joints - Trusses
14:52mins
Method of sections - Trusses
14:40mins
Compound truss
14:20mins
Complex truss- method of substitute members
14:53mins
Bending moment and shear force diagrams - Part 1
14:51mins
Bending moment and shear force diagrams - Part 2
11:47mins
Tutorial on bending moment and shear force diagrams - Part 1
13:38mins
Tutorial on bending moment and shear force diagrams - Part 2
14:58mins
Tutorial on bending moment and shear force diagrams - Part 3
14:30mins
Cables - Part 1
11:12mins
Cables - Part 2
13:16mins
Cables - Part 3
8:57mins
Arches
14:55mins
Tutorial on cables and arches
14:53mins
Portal method - Approximate analysis of statically indeterminate structures
14:30mins
Cantilever method - Approximate analysis of statically indeterminate structures
14:57mins
Deflection - Introduction
11:24mins
Deflection - The elastic beam theory
8:18mins
Deflection - Double integration method
10:59mins
Deflection - Moment area theorem
10:35mins
Deflection - Moment area method - Part 1
9:32mins
Deflection - Moment area method - Part 2
14:53mins
Deflection - Conjugate beam method - Part 1
10:43mins
Deflection - Conjugate beam method - Part 2
14:58mins
Deflection using energy methods - Part 1
14:20mins
Deflection using energy methods - Part 2
10:47mins
Deflection using energy methods - Part 3
14:56mins
Deflection using energy methods - Part 4
10:10mins
Deflection using energy methods - Part 5
14:47mins
Tutorial on deflection using energy methods
14:59mins
Analysis of statically indeterminate structures by force method - Part 1
14:57mins
Analysis of statically indeterminate structures by force method - Part 2
9:56mins
Analysis of statically indeterminate structures by force method - Part 3
9:03mins
Analysis of statically indeterminate structures by force method - Part 4
14:21mins
Analysis of statically indeterminate structures by force method - Part 5
13:49mins
Analysis of statically indeterminate structures by force method - Part 6
11:51mins
Slope deflection method - Part 1
8:13mins
Slope deflection method - Part 2
14:46mins
Slope deflection method - Part 3
6:35mins
Slope deflection method - Part 4
15:00mins
Slope deflection method - Part 5
14:07mins
Slope deflection method - Part 6
10:11mins
Slope deflection method - Part 7
11:48mins
Slope deflection method - Part 8
10:13mins
Moment distribution method - Part 1
6:13mins
Moment distribution method - Part 2
7:05mins
Moment distribution method - Part 3
10:16mins
Moment distribution method - Part 4
9:03mins
Moment distribution method - Part 5
8:11mins
Moment distribution method - Part 6
11:34mins
Moment distribution method - Part 7
9:03mins
Introduction to stiffness approach (Matrix method) - Part 1
9:03mins
Introduction to stiffness approach (Matrix method) - Part 2
13:51mins
Introduction to stiffness approach (Matrix method) - Part 3
7:34mins
Introduction to stiffness approach method (Matrix method) - Part 4
10:58mins
Introduction to stiffness approach method (Matrix method) - Part 5
11:59mins
Problem on stiffness method of analysis for truss
14:43mins
Application of the stiffness method for truss analysis
13:25mins
Numerical on stiffness method of analysis for truss - Part 1
11:47mins
Numerical on stiffness method of analysis for truss - Part 2
9:32mins
Trusses having thermal changes and fabrication errors - Part 1
10:11mins
Trusses having thermal changes and fabrication errors - Part 2
11:56mins
Beam analysis using the stiffness method - Part 1
12:34mins
Beam analysis using the stiffness method - Part 2
10:53mins
Beam analysis using the stiffness method - Part 3
10:14mins
Numericals on beam analysis using the stiffness method - Part 1
15:00mins
Numericals on beam analysis using the stiffness method - Part 2
13:04mins
Numericals on beam analysis using the stiffness method - Part 3
14:57mins
Plane frame analysis using the direct stiffness method - Part 1
8:55mins
Plane frame analysis using direct stiffness method - Part 2
8:39mins
Plane frame analysis using direct stiffness method - Part 3
14:37mins
Numericals on plane frame analysis using direct stiffness method - Part 1
13:46mins
Numericals on plane frame analysis using direct stiffness method - Part 2
14:01mins
Numericals on plane frame analysis using direct stiffness method - Part 3
8:35mins
Tutorial on beam analysis using the direct stiffness method - Part 1
13:30mins
Tutorial on beam analysis using the direct stiffness method - Part 2
15:00mins
Tutorial on beam analysis using the direct stiffness method - Part 3
15:00mins
Tutorial on beam analysis using the direct stiffness method - Part 4
12:08mins
Tutorial on plane frame analysis using the direct stiffness method - Part 1
12:02mins
Tutorial on plane frame analysis using the direct stiffness method - Part 2
14:38mins
Tutorial on truss analysis using the direct stiffness method - Part 1
10:12mins
Tutorial on truss analysis using the direct stiffness method - Part 2
6:23mins
Tutorial on truss analysis using the direct stiffness method - Part 3
5:31mins
Tutorial on truss analysis using the direct stiffness method - Part 4
6:33mins
Tutorial on truss analysis using the direct stiffness method - Part 5
8:16mins
Tutorial on truss analysis using the direct stiffness method - Part 6
7:14mins