Lesson Plan
|
Discipline: civil Engineering |
Semester: 4th |
Subject : DCS-I |
Lesson Plan Duration |
|
Theory |
Week |
Lec day |
Topic |
1st |
1 |
UNIT 1: Elementary treatment of concrete technology |
2 |
Elementary treatment of concrete technology: Physical requirements of cement, aggregate, |
3 |
admixture and reinforcement, Strength and durability, shrinkage and creep. |
4 |
Design of concrete mixes, Acceptability criterion, I.S. Specifications. |
2nd |
5 |
test/assignment |
6 |
Unit-II: Design Philosophies in Reinforced Concrete: Working stress and limit state methods, |
7 |
Limit state v/s working stress method, |
8 |
Building code, Normal distribution curve, |
3rd |
9 |
characteristic strength and characteristics loads, design values, |
10 |
Partial safety factors and factored loads, stress -strain relationship for concrete and steel. |
11 |
test/assignment |
12 |
Unit-III: Working Stress Method: Basic assumptions, permissible stresses in concrete and steel, |
4th |
13 |
Design of singly and doubly reinforced rectangular and flanged beams in flexure, |
14 |
Steel beam theory, inverted flanged beams, |
15 |
Design examples, finding of neutral axis |
16 |
Design examples, finding of neutral axis, moment of resistance. |
5th |
17 |
test/assignment |
18 |
Unit-IV: Limit State Method: Basic assumptions, Analysis and design of singly |
19 |
doubly reinforced rectangular flanged beams, |
20 |
Numerical problems of steel |
6th |
21 |
Minimum and maximum reinforcement requirement, |
22 |
Design examples of natural axis by limit state |
23 |
Revision Design examples of natural axis, MOR, % steel |
24 |
test/assignment |
7th |
25 |
Unit-V: Analysis and Design of Sections in shear, bond and torsion |
26 |
Diagonal tension, shear reinforcement, development length, |
27 |
Anchorage and flexural bond, Torsional, stiffness, |
28 |
equivalent shear, Torsional reinforcement, |
8th |
29 |
Design examples of bonds. |
30 |
Design examples of bonds, shear & enforcement. |
31 |
test/assignment |
32 |
Unit-VI: Concrete Reinforcement and Detailing-Requirements of good detailing, |
9th |
33 |
cover to reinforcement, spacing of reinforcement, reinforcement splicing, |
34 |
Anchoring reinforcing bars in flexure and shear, curtailment of reinforcement. |
35 |
Design example tension, shear reinforcement, development length. |
36 |
Design examples. |
10th |
37 |
test/assignment |
38 |
Unit-VII: Serviceability Limit State -Control of deflection, cracking, slenderness and vibrations, |
39 |
Deflection and moment relationship. |
40 |
Deflection and moment relationship for limiting values of span to depth. |
11th |
41 |
Deflection and moment relationship for limiting values of span to depth, limit state of crack width with numerical problems. |
42 |
test/assignment |
43 |
Unit-VIII: One way and Two Ways Slabs -General considerations, |
44 |
Design of one way and two ways slabs for distributed. |
12th |
45 |
Design of one way and two ways slabs for distributed and concentrated loads, |
46 |
Non-rectangular slabs, openings in slabs, |
47 |
Design Examples |
48 |
test/assignment |
13th |
49 |
Unit-IX: Columns and Footings-Effective length. |
50 |
Columns and Footings-Effective length, Minimum eccentricity, |
51 |
Short columns under axial compression, Uniaxial and biaxial bending, |
52 |
Columns, Isolated and wall footings, |
14th |
53 |
Design problems. |
54 |
test/assignment |
55 |
Unit-X: Retaining Walls –Classification, Forces on retaining walls |
56 |
Design criteria, stability requirements, Proportioning of cantilever retaining walls. |
15th |
57 |
Counter fort retaining walls, criteria for design of counterforts, design examples. |
58 |
test/assignment |
59 |
revision |
60 |
revision |