0. Marks Distribution
1 Lessons
5m
1. Syllabus and Marks Distribution
5 Minutes
Free
Chapter 1. Introduction
4 Lessons
26m
1. Introduction and types of structures
5 Minutes
Free
2. Approaches of Structural Analysis
4 Minutes
Free
3. Linearly elastic and Non-linearly elastic structures, Superposition principle
8 Minutes
Free
4. Exam Questions
8 Minutes
Free
Chapter 2. Analysis by the Strain Energy Method
12 Lessons
1h 59m
1. Introduction (strain energy and complementary energy)
8 Minutes
2. General expression for strain energy (strain energy due to axial stress)
6 Minutes
3. Strain energy due to gradually and suddenly applied loads
5 Minutes
4. Falling or Impact load
6 Minutes
5. Strain energy due to bending
5 Minutes
6. Strain energy due to torsion
4 Minutes
7. Strain energy due to shear
15 Minutes
8. Numerical 1 (impact load)
13 Minutes
9. Numerical 2 (calculation of strain energy)
11 Minutes
10. Numerical 3 (calculation of strain energy)
12 Minutes
11. Numerical 4 (calculation of strain energy, frame structure)
19 Minutes
12. Numerical 5 (deflection calculation by strain energy method or real work method)
7 Minutes
Chapter 3. Analysis by the Virtual Work Method
13 Lessons
3h 27m
1. Introduction to virtual work
13 Minutes
2. Principle of virtual work (rigid body)
9 Minutes
3. Principle of virtual work (deformable body)
5 Minutes
4. Unit Load Method
9 Minutes
5. The unit load method (application to beam and frame deflection)
13 Minutes
6. Numerical 1 (beam deflection)
11 Minutes
7. Numerical 2 (beam deflection)
14 Minutes
8. Numerical 3 (deflection in frame)
11 Minutes
9. Numerical 4 (deflection in frame)
21 Minutes
10. Numerical 5 (deflection in frame, considering temperature effect)
19 Minutes
11. Effect of misfit and temperature change in addition to direct loading in Truss member
12 Minutes
12. Numerical 6 (unit load method in truss)
26 Minutes
13. Numerical 7 (unit load method in truss)
39 Minutes
Chapter 4. Deflection of Beams
26 Lessons
6h 46m
1. Topics to be covered
4 Minutes
2. Introduction
7 Minutes
3. Differential equation of flexure
9 Minutes
4. Double Integration method
4 Minutes
5. Calculation of slope and deflection for cantilever beam with point load at its free end (Double Integration method)
11 Minutes
6. Calculation of deflection and slope for simply supported beam loaded with UDL (Double Integration method)
14 Minutes
7. Macaulay's method
14 Minutes
8. Calculation of deflection and slope for a simply supported beam loaded with central point load
14 Minutes
9. Theorems on Area Moment method
9 Minutes
10. Derivations of theorems
9 Minutes
11. Numerical 1 (Moment Area method)
17 Minutes
12. Numerical 2 (Moment Area method)
18 Minutes
13. Numerical 3 (Moment Area method)
25 Minutes
14. Numerical 4 (Moment Area method)
23 Minutes
15. Application of Moment Area method in cantilever beam
7 Minutes
16. Numerical 5 (Moment Area method, overhanging beam)
15 Minutes
17. Numerical 6 (Moment Area method, overhanging beam)
20 Minutes
18. Conjugate Beam method
12 Minutes
19. Derivation of conjugate beam theorems
14 Minutes
20. Sign convention in conjugate beam method
2 Minutes
21. Numerical 7 (Conjugate Beam method)
15 Minutes
22. Numerical 8 (Conjugate Beam method)
26 Minutes
23. Numerical 9 (Conjugate Beam Method, Overhanging beam)
31 Minutes
24. Numerical 10 (Conjugate Beam Method, Overhanging Beam)
20 Minutes
25. Numerical 11 (Conjugate Beam Method, Overhanging Beam)
24 Minutes
26. Numerical 12 (Conjugate Beam Method, Double-sided Overhanging Beam)
30 Minutes
Chapter 5. Influence Lines for Simple Structures
30 Lessons
8h 26m
1. Topics to be covered
10 Minutes
2. Moving static loads and influence lines
13 Minutes
3. ILD for statically determinate structures (simply supported beam)
18 Minutes
4. Cantilever beams
15 Minutes
5. Overhanging beam (ILD for support reactions)
21 Minutes
6. Overhanging beam (ILD for SF and BM at CL)
14 Minutes
7. Overhanging beam (ILD for SF and BM at C)
20 Minutes
8. Overhanging beam (ILD for SF and BM at CR)
17 Minutes
9. Use of ILD in Statically Determinate Beams
8 Minutes
10. Numerical 1 (Use of ILD in statically determinate structure)
12 Minutes
11. Numerical 2 (2071 Magh, Concept of ILD in statically determinate beams)
15 Minutes
12. Numerical 3 (2071 Bhadra, Concept of ILD in statically determinate beams)
14 Minutes
13. Influence Line Diagrams for the case of Indirect Load Application (Panel Loadings)
27 Minutes
14. Analysis of Moving Loads in Statically Determinate Structure
7 Minutes
15. Beam Subjected to Moving Single Point Load
16 Minutes
16. Beam Subjected to UDL Longer than Span
16 Minutes
17. Beam Subjected to UDL Shorter than Span
19 Minutes
18. Numerical 4 (Beam Subjected to UDL Shorter than Span)
14 Minutes
19. Beam Subjected to Several Point Loads (condition for maximum SF and BM at a point in beam)
13 Minutes
20. Numerical 5 (Beam Subjected to Several Point Loads)
19 Minutes
21. Beam Subjected to Several Point Loads (conditions for absolute maximum SF and BM in beam)
16 Minutes
22. Numerical 6 (Beam Subjected to Several Point Loads)
10 Minutes
23. Numerical 7 (Beam Subjected to Several Point Loads, Maximum BM under a Point Load)
12 Minutes
24. Numerical 8 (Beam Subjected to Several Point Loads, 2074 Bhadra)
27 Minutes
25. Numerical 9 (Beam Subjected to Several Point Loads)
30 Minutes
26. ILD for Statically Determinate Trusses
10 Minutes
27. Numerical 10, part 1 (ILD for trusses, 2073 Magh)
11 Minutes
28. Numerical 10, part 2 (ILD for trusses, 2073 Magh)
27 Minutes
29. Numerical 10, part 3 (ILD for trusses, 2073 Magh)
11 Minutes
30. Numerical 11 (ILD for trusses, 2072 Magh)
30 Minutes
Chapter 6. Statically Determinate Arches
24 Lessons
6h 37m
1. Introduction and Topics to be Covered
8 Minutes
2. Types of Arches
5 Minutes
3. Three Hinged Structures with Supports at Same and Different Levels
16 Minutes
4. Analysis of Three Hinged Arch by Numerical Method
13 Minutes
5. Numerical 1 (Circular Arch)
15 Minutes
6. Numerical 2 (Parabolic Arch)
15 Minutes
7. Numerical 3 (Parabolic Arch)
16 Minutes
8. Numerical 4 (Parabolic Arch, Supports at Different Levels)
18 Minutes
9. Analysis of Three Hinged Arch by Graphical Method (BMD for Arches)
14 Minutes
10. Numerical 5 (BMD for 3-Hinged Arch)
12 Minutes
11. Numerical 6 (BMD for 3-Hinged Arch, Circular, 2070 Magh)
25 Minutes
12. ILD for 3-Hinged Arches (ILD for H)
14 Minutes
13. ILD for Moment at D
13 Minutes
14. ILD for Normal Thrust at D
8 Minutes
15. ILD for Radial Shear at D
7 Minutes
16. Numerical 7 (ILD for 3-Hinged Arches, 2072 Ashwin)
11 Minutes
17. Numerical 8 (ILD for 3-Hinged Arches, 2071 Magh)
40 Minutes
18. Numerical 9 (ILD for 3-Hinged Arches, 2072 Magh)
35 Minutes
19. Maximum Positive BMD in 3-Hinged Parabolic Arches
5 Minutes
20. Maximum Positive BMD in 3-Hinged Parabolic Arch (When a Concentrated Load Moves)
18 Minutes
21. Maximum Positive BMD in 3-Hinged Parabolic Arch (When a Uniformly Distributed Load Moves)
17 Minutes
22. Numerical 10 (Maximum BMD in 3-Hinged Parabolic Arch)
12 Minutes
23. Numerical 11(Maximum BMD in 3-Hinged Parabolic Arch)
15 Minutes
24. Numerical 12 (Maximum BMD in 3-Hinged Circular Arch, 2074 Bhadra)
32 Minutes
Chapter 7. Suspension Cable Systems
15 Lessons
3h 55m
1. Introduction and Topics to be Covered
8 Minutes
2. Catenary and Parabolic Cables
3 Minutes
3. General Cases of Parabolic Cables
13 Minutes
4. Cables Subjected to UDL (supports at same level)
21 Minutes
5. Numerical 1 (Cables subjected to UDL, supports at same level)
5 Minutes
6. Cables Subjected to UDL (supports at different levels)
18 Minutes
7. Numerical 2 (Cables subjected to UDL, supports at different levels, 2070 Magh)
9 Minutes
8. Elements of a Simple Suspension Bridge
8 Minutes
9. Stress Determination in Three Hinged Stiffening Girder
22 Minutes
10. Numerical 3 (Suspension Cables with 3-hinged Stiffening Girder)
21 Minutes
11. Numerical 4 (BMD for girder beam, 2071 Bhadra)
26 Minutes
12. Numerical 4 (SFD for same girder beam)
12 Minutes
13. Numerical 5 (BMD and SFD for girder beam when cable has supports at different levels, 2074 Bhadra)
30 Minutes
14. Influence Line Diagrams
19 Minutes
15. Towers Structures, Wind Cables and Ties
12 Minutes
Question Bank
51 Lessons
12h 58m
2076 Baisakh
-
1. Q. No. 1.a
6 Minutes
-
2. Q. No. 1.b
22 Minutes
-
3. Q. No. 2.a
5 Minutes
-
4. Q. No. 2.b
17 Minutes
-
5. Q. No. 3.a
10 Minutes
-
6. Q. No. 3.b
16 Minutes
-
7. Q. No. 4.a
11 Minutes
-
8. Q. No. 4.b
19 Minutes
-
9. Q. No. 5.a
8 Minutes
-
10. Q. No. 5.b
15 Minutes
2076 Bhadra
-
1. Q. No. 1.a
7 Minutes
-
2. Q. No. 1.b
15 Minutes
-
3. Q. No. 1.c
16 Minutes
-
4. Q. No. 2.a
3 Minutes
-
5. Q. No. 2.b
34 Minutes
-
6. Q. No. 3.a
19 Minutes
-
7. Q. No. 3.b
24 Minutes
-
8. Q. No. 4.a
24 Minutes
-
9. Q. No. 4.b
9 Minutes
-
10. Q. No. 5
18 Minutes
2077 Chaitra
-
1. Q. No. 1.a
5 Minutes
-
2. Q. No. 1.b
11 Minutes
-
3. Q. No. 1. c
26 Minutes
-
4. Q. No. 2.a
6 Minutes
-
5. Q. No. 2.b
22 Minutes
-
6. Q. No. 3.a
18 Minutes
-
7. Q. No. 3.b
19 Minutes
-
8. Q. No. 4.a
25 Minutes
-
9. Q. No. 4.b
9 Minutes
-
10. Q. No. 5.a
8 Minutes
-
11. Q. No. 5.b
14 Minutes
2077 Poush
-
1. Q. No. 1.a
5 Minutes
-
2. Q. No. 1.b
27 Minutes
-
3. Q. No. 2.a
9 Minutes
-
4. Q. No. 2.b
18 Minutes
-
5. Q. No. 3.a
17 Minutes
-
6. Q. No. 3.b
12 Minutes
-
7. Q. No. 4.a
14 Minutes
-
8. Q. No. 4.b
13 Minutes
-
9. Q. No. 5
20 Minutes
2078 Baisakh
-
1. Q. No. 1.a
4 Minutes
-
2. Q. No. 1.b
26 Minutes
-
3. Q. No. 1.c
5 Minutes
-
4. Q. No. 2.a
26 Minutes
-
5. Q. No. 2.b
12 Minutes
-
6. Q. No. 3.a
10 Minutes
-
7. Q. No. 3.b
30 Minutes
-
8. Q. No. 4.a
18 Minutes
-
9. Q. No. 4.b
6 Minutes
-
10. Q. No. 5.a
16 Minutes
-
11. Q. No. 5.b
8 Minutes