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Limit State collapse in shear (part 2)
Lesson 19 of 35 • 16 upvotes • 10:48mins
Amit Singh Bhadoriya
Lesson contains design steps of shear reinforcement in limit State of shear
(Hindi) Design Concrete Structures 1: ESE
35 lessons • 6h 26m
1
Overview of Course (in Hindi)
4:21mins
2
Fundamental Concepts of WSM and LSM (in Hindi)
12:04mins
3
Problem Based on Lecture 1 (in Hindi)
11:52mins
4
Analysis of Singly Reinforced Beam by WSM (Part 2) (in Hindi)
11:02mins
5
Analysis of Singly Reinforced Beam by WSM(part 1) (in Hindi)
12:05mins
6
Analysis of singly reinforced beam by LSM
9:56mins
7
Design of singly reinforced beam by LSM
9:55mins
8
Questions on Design of singly reinforced beam by LSM
9:58mins
9
Questions on analysis of singly reinforced beam by LSM
9:13mins
10
Design singly reinforced beam by WSM (part 2)
9:24mins
11
Design of singly reinforced beam by WSM(part 1)
10:35mins
12
Analysis of doubly reinforced beam(part 1)
10:03mins
13
Analysis of doubly reinforced beam (part 2)
10:02mins
14
Design of doubly reinforced beam
12:02mins
15
Effective width of T-beam and L-beam
9:29mins
16
Analysis of T-beam
11:08mins
17
Revision and use of IS 456:2000
11:48mins
18
Limit State collapse in shear(part 1)
11:25mins
19
Limit State collapse in shear (part 2)
10:48mins
20
Limit State collapse in shear (part 3)
13:32mins
21
Limit State collapse in shear (part 4)
11:26mins
22
Limit State collapse in bond
12:37mins
23
Use of IS 456:2000 in unit 3
11:05mins
24
Design of One way slab(part 1)
10:22mins
25
Design of one way slab ( part 2)
12:19mins
26
Two way slab (part 1)
11:35mins
27
Two way slab (part 2)
12:42mins
28
Two way slab (part 3)
14:14mins
29
Use of code IS 456:2000 in slab design
13:33mins
30
Students doubt and correction
9:04mins
31
Analysis of columns (part 1)
10:15mins
32
Analysis of columns (part 2)
10:51mins
33
Design of columns
10:27mins
34
Design isolated column footing (1)
12:35mins
35
Design of isolated column footing (2)
12:14mins
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