Theory Of Structures I @ 45 Days

Theory of Structures I(TOS)(TOS I) Bachelor of Engineering(BE) videos According to syllabus of Institute of Engineering(IoE), Tribhuvan University (TU)

Intermediate 5 (8 Reviews ) 417 Students enrolled
Last updated Wed, 16-Oct-2024 Nepali
What will I learn?
  • After the completion of this course, students will get complete knowledge of Theory of Structures I and they will able to learn Theory of Structure II in upcoming semester.

Curriculum for this course
176 Lessons 44h 35m
Chapter 1. Introduction
4 Lessons
  • 1. Introduction and types of structures.mp4 00:05:40
  • 2. Approaches of Structural Analysis.mp4 00:04:27
  • 3. Linearly elastic and Non-linearly elastic structures, Superposition principle.mp4 00:08:21
  • 4. Exam Questions.mp4 00:08:16
  • 1. Introduction (strain energy and complementary energy).mp4 00:08:39
  • 2. General expression for strain energy (strain energy due to axial stress).mp4 00:06:32
  • 3. Strain energy due to gradually and suddenly applied loads.mp4 00:05:42
  • 4. Falling or Impact load.mp4 00:06:56
  • 5. Strain energy due to bending.mp4 00:05:48
  • 6. Strain energy due to torsion.mp4 00:04:55
  • 7. Strain energy due to shear.mp4 00:15:49
  • 8. Numerical 1 (impact load).mp4 00:13:48
  • 9. Numerical 2 (calculation of strain energy).mp4 00:11:37
  • 10. Numerical 3 (calculation of strain energy).mp4 00:12:33
  • 11. Numerical 4 (calculation of strain energy, frame structure).mp4 00:19:38
  • 12. Numerical 5 (deflection calculation by strain energy method or real work method).mp4 00:07:20
  • 1. Introduction to virtual work.mp4 00:13:09
  • 2. Principle of virtual work (rigid body).mp4 00:09:23
  • 3. Principle of virtual work (deformable body).mp4 00:05:51
  • 4. Unit Load Method.mp4 00:09:44
  • 5. The unit load method (application to beam and frame deflection).mp4 00:13:48
  • 6. Numerical 1 (beam deflection).mp4 00:11:43
  • 7. Numerical 2 (beam deflection).mp4 00:14:11
  • 8. Numerical 3 (deflection in frame).mp4 00:11:03
  • 9. Numerical 4 (deflection in frame).mp4 00:21:22
  • 10. Numerical 5 (deflection in frame, considering temperature effect).mp4 00:19:17
  • 11. Effect of misfit and temperature change in addition to direct loading in Truss member.mp4 00:12:30
  • 12. Numerical 6 (unit load method in truss).mp4 00:26:05
  • 13. Numerical 7 (unit load method in truss).mp4 00:39:13
  • 1. Topics to be covered.mp4 00:04:18
  • 2. Introduction.mp4 00:07:34
  • 3. Differential equation of flexure.mp4 00:09:57
  • 4. Double Integration method.mp4 00:04:24
  • 5. Calculation of slope and deflection for cantilever beam with point load at its free end (Double Integration method).mp4 00:11:24
  • 6. Calculation of deflection and slope for simply supported beam loaded with UDL (Double Integration method).mp4 00:14:38
  • 7. Macaulay's method.mp4 00:14:16
  • 8. Calculation of deflection and slope for a simply supported beam loaded with central point load.mp4 00:14:46
  • 9. Theorems on Area Moment method.mp4 00:09:31
  • 10. Derivations of theorems.mp4 00:09:21
  • 11. Numerical 1 (Moment Area method).mp4 00:17:54
  • 12. Numerical 2 (Moment Area method).mp4 00:18:35
  • 13. Numerical 3 (Moment Area method).mp4 00:25:41
  • 14. Numerical 4 (Moment Area method).mp4 00:23:53
  • 15. Application of Moment Area method in cantilever beam.mp4 00:07:56
  • 16. Numerical 5 (Moment Area method, overhanging beam).mp4 00:15:04
  • 17. Numerical 6 (Moment Area method, overhanging beam).mp4 00:20:21
  • 18. Conjugate Beam method.mp4 00:12:01
  • 19. Derivation of conjugate beam theorems.mp4 00:14:01
  • 20. Sign convention in conjugate beam method.mp4 00:02:35
  • 21. Numerical 7 (Conjugate Beam method).mp4 00:15:17
  • 22. Numerical 8 (Conjugate Beam method).mp4 00:26:18
  • 23. Numerical 9 (Conjugate Beam Method, Overhanging beam).mp4 00:31:51
  • 24. Numerical 10 (Conjugate Beam Method, Overhanging Beam).mp4 00:20:47
  • 25. Numerical 11 (Conjugate Beam Method, Overhanging Beam).mp4 00:24:10
  • 26. Numerical 12 (Conjugate Beam Method, Double-sided Overhanging Beam).mp4 00:30:05
  • 1. Topics to be covered.mp4 00:10:37
  • 2. Moving static loads and influence lines.mp4 00:13:07
  • 3. ILD for statically determinate structures (simply supported beam).mp4 00:18:11
  • 4. Cantilever beams.mp4 00:15:48
  • 5. Overhanging beam (ILD for support reactions).mp4 00:21:19
  • 6. Overhanging beam (ILD for SF and BM at CL).mp4 00:14:59
  • 7. Overhanging beam (ILD for SF and BM at C).mp4 00:20:47
  • 8. Overhanging beam (ILD for SF and BM at CR).mp4 00:17:01
  • 9. Use of ILD in Statically Determinate Beams.mp4 00:08:45
  • 10. Numerical 1 (Use of ILD in statically determinate structure).mp4 00:12:39
  • 11. Numerical 2 (2071 Magh, Concept of ILD in statically determinate beams).mp4 00:15:32
  • 12. Numerical 3 (2071 Bhadra, Concept of ILD in statically determinate beams).mp4 00:14:31
  • 13. Influence Line Diagrams for the case of Indirect Load Application (Panel Loadings).mp4 00:27:27
  • 14. Analysis of Moving Loads in Statically Determinate Structure.mp4 00:07:55
  • 15. Beam Subjected to Moving Single Point Load.mp4 00:16:17
  • 16. Beam Subjected to UDL Longer than Span.mp4 00:16:41
  • 17. Beam Subjected to UDL Shorter than Span.mp4 00:19:29
  • 18. Numerical 4 (Beam Subjected to UDL Shorter than Span).mp4 00:14:14
  • 19. Beam Subjected to Several Point Loads (condition for maximum SF and BM at a point in beam).mp4 00:13:42
  • 20. Numerical 5 (Beam Subjected to Several Point Loads).mp4 00:19:11
  • 21. Beam Subjected to Several Point Loads (conditions for absolute maximum SF and BM in beam).mp4 00:16:18
  • 22. Numerical 6 (Beam Subjected to Several Point Loads).mp4 00:10:28
  • 23. Numerical 7 (Beam Subjected to Several Point Loads, Maximum BM under a Point Load).mp4 00:12:42
  • 24. Numerical 8 (Beam Subjected to Several Point Loads, 2074 Bhadra).mp4 00:27:20
  • 25. Numerical 9 (Beam Subjected to Several Point Loads).mp4 00:30:34
  • 26. ILD for Statically Determinate Trusses.mp4 00:10:01
  • 27. Numerical 10, part 1 (ILD for trusses, 2073 Magh).mp4 00:11:45
  • 28. Numerical 10, part 2 (ILD for trusses, 2073 Magh).mp4 00:27:07
  • 29. Numerical 10, part 3 (ILD for trusses, 2073 Magh).mp4 00:11:39
  • 30. Numerical 11 (ILD for trusses, 2072 Magh).mp4 00:30:19
  • 1. Introduction and Topics to be Covered.mp4 00:08:45
  • 2. Types of Arches.mp4 00:05:08
  • 3. Three Hinged Structures with Supports at Same and Different Levels.mp4 00:16:36
  • 4. Analysis of Three Hinged Arch by Numerical Method.mp4 00:13:56
  • 5. Numerical 1 (Circular Arch).mp4 00:15:08
  • 6. Numerical 2 (Parabolic Arch).mp4 00:15:59
  • 7. Numerical 3 (Parabolic Arch).mp4 00:16:06
  • 8. Numerical 4 (Parabolic Arch, Supports at Different Levels).mp4 00:18:49
  • 9. Analysis of Three Hinged Arch by Graphical Method (BMD for Arches).mp4 00:14:00
  • 10. Numerical 5 (BMD for 3-Hinged Arch).mp4 00:12:38
  • 11. Numerical 6 (BMD for 3-Hinged Arch, Circular, 2070 Magh).mp4 00:25:58
  • 12. ILD for 3-Hinged Arches (ILD for H) (1).mp4 00:14:09
  • 12. ILD for 3-Hinged Arches (ILD for H).mp4 00:14:09
  • 13. ILD for Moment at D.mp4 00:13:57
  • 14. ILD for Normal Thrust at D.mp4 00:08:34
  • 15. ILD for Radial Shear at D.mp4 00:07:42
  • 16. Numerical 7 (ILD for 3-Hinged Arches, 2072 Ashwin).mp4 00:11:12
  • 17. Numerical 8 (ILD for 3-Hinged Arches, 2071 Magh).mp4 00:40:54
  • 18. Numerical 9 (ILD for 3-Hinged Arches, 2072 Magh).mp4 00:35:42
  • 19. Maximum Positive BMD in 3-Hinged Parabolic Arches.mp4 00:05:00
  • 20. Maximum Positive BMD in 3-Hinged Parabolic Arch (When a Concentrated Load Moves).mp4 00:18:58
  • 21. Maximum Positive BMD in 3-Hinged Parabolic Arch (When a Uniformly Distributed Load Moves).mp4 00:17:09
  • 22. Numerical 10 (Maximum BMD in 3-Hinged Parabolic Arch).mp4 00:12:37
  • 23. Numerical 11(Maximum BMD in 3-Hinged Parabolic Arch).mp4 00:15:35
  • 24. Numerical 12 (Maximum BMD in 3-Hinged Circular Arch, 2074 Bhadra).mp4 00:32:56
  • 1. Introduction and Topics to be Covered.mp4 00:08:41
  • 2. Catenary and Parabolic Cables.mp4 00:03:44
  • 3. General Cases of Parabolic Cables.mp4 00:13:38
  • 4. Cables Subjected to UDL (supports at same level) (1).mp4 00:05:20
  • 5. Numerical 1 (Cables subjected to UDL, supports at same level).mp4 00:05:20
  • 6. Cables Subjected to UDL (supports at different levels).mp4 00:18:42
  • 7. Numerical 2 (Cables subjected to UDL, supports at different levels, 2070 Magh).mp4 00:09:38
  • 8. Elements of a Simple Suspension Bridge.mp4 00:08:15
  • 9. Stress Determination in Three Hinged Stiffening Girder.mp4 00:22:55
  • 10. Numerical 3 (Suspension Cables with 3-hinged Stiffening Girder).mp4 00:21:33
  • 11. Numerical 4 (BMD for girder beam, 2071 Bhadra).mp4 00:26:46
  • 12. Numerical 4 (SFD for same girder beam).mp4 00:12:04
  • 13. Numerical 5 (BMD and SFD for girder beam when cable has supports at different levels, 2074 Bhadra).mp4 00:30:36
  • 14. Influence Line Diagrams.mp4 00:19:12
  • 15. Towers Structures, Wind Cables and Ties.mp4 00:12:53
  • 2076 Baisakh|1. Q. No. 1.a.mp4 00:06:24
  • 2076 Baisakh|2. Q. No. 1.b.mp4 00:22:29
  • 2076 Baisakh|3. Q. No. 2.a.mp4 00:05:07
  • 2076 Baisakh|4. Q. No. 2.b.mp4 00:17:52
  • 2076 Baisakh|5. Q. No. 3.a.mp4 00:10:39
  • 2076 Baisakh|6. Q. No. 3.b.mp4 00:16:12
  • 2076 Baisakh|7. Q. No. 4.a.mp4 00:11:21
  • 2076 Baisakh|8. Q. No. 4.b.mp4 00:19:27
  • 2076 Baisakh|9. Q. No. 5.a.mp4 00:08:46
  • 2076 Baisakh|10. Q. No. 5.b.mp4 00:15:06
  • 2076 Bhadra|1. Q. No. 1.a.mp4 00:07:02
  • 2076 Bhadra|2. Q. No. 1.b.mp4 00:15:58
  • 2076 Bhadra|3. Q. No. 1.c.mp4 00:16:40
  • 2076 Bhadra|4. Q. No. 2.a.mp4 00:03:45
  • 2076 Bhadra|5. Q. No. 2.b.mp4 00:34:24
  • 2076 Bhadra|6. Q. No. 3.a.mp4 00:19:00
  • 2076 Bhadra|7. Q. No. 3.b.mp4 00:24:01
  • 2076 Bhadra|8. Q. No. 4.a.mp4 00:24:15
  • 2076 Bhadra|9. Q. No. 4.b.mp4 00:09:10
  • 2076 Bhadra|10. Q. No. 5.mp4 00:18:43
  • 2077 Chaitra|1. Q. No. 1.a.mp4 00:05:02
  • 2077 Chaitra|2. Q. No. 1.b.mp4 00:11:12
  • 2077 Chaitra|3. Q. No. 1. c.mp4 00:26:39
  • 2077 Chaitra|4. Q. No. 2.a.mp4 00:06:35
  • 2077 Chaitra|5. Q. No. 2.b.mp4 00:22:48
  • 2077 Chaitra|6. Q. No. 3.a.mp4 00:18:26
  • 2077 Chaitra|7. Q. No. 3.b.mp4 00:19:00
  • 2077 Chaitra|8. Q. No. 4.a.mp4 00:25:05
  • 2077 Chaitra|9. Q. No. 4.b.mp4 00:09:54
  • 2077 Chaitra|10. Q. No. 5.a.mp4 00:08:24
  • 2077 Chaitra|11. Q. No. 5.b.mp4 00:14:41
  • 2077 Poush|1. Q. No. 1.a.mp4 00:05:17
  • 2077 Poush|2. Q. No. 1.b.mp4 00:27:45
  • 2077 Poush|3. Q. No. 2.a.mp4 00:09:25
  • 2077 Poush|4. Q. No. 2.b.mp4 00:18:03
  • 2077 Poush|5. Q. No. 3.a.mp4 00:17:54
  • 2077 Poush|6. Q. No. 3.b.mp4 00:12:09
  • 2077 Poush|7. Q. No. 4.a.mp4 00:14:07
  • 2077 Poush|8. Q. No. 4.b.mp4 00:13:07
  • 2077 Poush|9. Q. No. 5.mp4 00:20:01
  • 2078 Baisakh|1. Q. No. 1.a.mp4 00:04:28
  • 2078 Baisakh|2. Q. No. 1.b.mp4 00:26:27
  • 2078 Baisakh|3. Q. No. 1.c.mp4 00:05:15
  • 2078 Baisakh|4. Q. No. 2.a.mp4 00:26:55
  • 2078 Baisakh|5. Q. No. 2.b.mp4 00:12:11
  • 2078 Baisakh|6. Q. No. 3.a.mp4 00:10:48
  • 2078 Baisakh|7. Q. No. 3.b.mp4 00:30:27
  • 2078 Baisakh|8. Q. No. 4.a.mp4 00:18:54
  • 2078 Baisakh|9. Q. No. 4.b.mp4 00:06:18
  • 2078 Baisakh|10. Q. No. 5.a.mp4 00:16:25
  • 2078 Baisakh|11. Q. No. 5.b.mp4 00:08:06
Requirements
  • "Students are required to have knowledge of Applied Mechanics and Strength of Materials, based on syllabus of IoE "
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The videos herein are strictly based on syllabus of Institute of Engineering Tribhuvan University, Nepal promoting "e-Learning in Nepal" and are made with intention to provide guidance to the "Bachelor in Engineering(BE) appearing students", for securing good results. The course tries to cover all the lessons of Theory of Structures I. This course also includes frequently asked questions with solutions. We strongly believe that, viewers will be benefited from these videos and the thirst of curiosity of viewers will be quenched! Feedbacks and suggestion to improve are always welcome and highly appreciated!

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