Lesson Plan
|
| Discipline: Civil Engineering |
| Semester: 4th |
| Subject : SA-II |
| Lesson Plan Duration |
|
Theory |
Practical |
| week |
Lec day |
Topic |
P.day |
Topic |
| 1st |
1 |
Unit-I: Static and Kinematic Intermediacies |
1 |
Experiment on a two- hinged arch |
| 2 |
Castigliano`s theorems |
2 |
Experimental and analytical study of a 3 bar pin jointed Truss |
| 3 |
Castigliano`s theorems-N |
3 |
Experimental and analytical study of deflections |
| 4 |
Strain energy method |
4 |
Begg`s deformeter- verification of Muller Breslau principle |
| 2nd |
5 |
Analysis of frames with one or two redundant members using Castigliano`s 2nd theorem |
5 |
Experimental and analytical study of an elastically coupled beam |
| 6 |
Concept of rolling load |
6 |
Sway in portal frames – demonstration |
| 7 |
Concept of rolling load-N |
7 |
To study the cable geometry and statics for different loading conditions |
| 8 |
maximum bending moment,shear force due to rolling load |
8 |
To plot stress -strain curve for concrete |
| 3rd |
9 |
concept of influence lines in beams |
|
|
| 10 |
I.L diagram for shear force ,B.M., deflection |
|
|
| 11 |
test/assignment |
|
|
| 12 |
Unit-II: Slope deflection and moment Distribution Methods Intro. |
|
|
| 4th |
13 |
Analysis of continuous beams by MDM |
|
|
| 14 |
Analysis of continuous beams by MDM-N |
|
|
| 15 |
Analysis of portal frames |
|
|
| 16 |
Analysis of portal frames -N |
|
|
| 5th |
17 |
Portal frames with inclined members |
|
|
| 18 |
Portal frames with inclined members-N |
|
|
| 19 |
Sway analysis |
|
|
| 20 |
Sway analysis-N |
|
|
| 6th |
21 |
test/assignment |
|
|
| 22 |
Unit- III: Three hinged arch Introduction |
|
|
| 23 |
Three hinged arch horizontal thrust |
|
|
| 24 |
Three hinged arch horizontal thrust-N |
|
|
| 7th |
25 |
Three hinged arch shear force |
|
|
| 26 |
Three hinged arch shear force-N |
|
|
| 27 |
Three hinged arch bending moment diagrams |
|
|
| 28 |
Three hinged arch bending moment diagrams-N |
|
|
| 8th |
29 |
test/assignment |
|
|
| 30 |
Unit- III: Bending moment and shear force in determinate beam |
|
|
| 31 |
Bending moment and shear force in determinate frame |
|
|
| 32 |
definition and signs |
|
|
| 9th |
33 |
conventions, axial force |
|
|
| 34 |
shear force diagrams |
|
|
| 35 |
B.M. diagrams |
|
|
| 36 |
test/assignment |
|
|
| 10th |
37 |
Unit-IV: Unsymmetrical Bending |
|
|
| 38 |
Centroidal principal axes of sections |
|
|
| 39 |
Bending stresses in beams |
|
|
| 40 |
Unsymmetrical bending |
|
|
| 11th |
41 |
shear centre |
|
|
| 42 |
shear centre for channel sections |
|
|
| 43 |
shear centre for Angles sections |
|
|
| 44 |
shear centre for Z sections |
|
|
| 12th |
45 |
test/assignment |
|
|
| 46 |
Unit-V: Cable and suspension Bridges |
|
|
| 47 |
Uniformly loaded cables |
|
|
| 48 |
Temperature stresses |
|
|
| 13th |
49 |
Three hinged stiffening |
|
|
| 50 |
Two hinged stiffening Girder |
|
|
| 51 |
revision |
|
|
| 52 |
test/assignment |
|
|
| 14th |
53 |
Unit–VI: Analysis of statically determinate trusses |
|
|
| 54 |
various types trusses |
|
|
| 55 |
stability analysis of plane |
|
|
| 56 |
analysis of plane trusses by method of joints |
|
|
| 15th |
57 |
analysis of plane trusses by method of joints-N |
|
|
| 58 |
analysis of plane trusses by method of Section |
|
|
| 59 |
analysis of plane trusses by method of Section-N |
|
|
| 60 |
test/assignment |
|
|
