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Effective width of T-beam and L-beam

Lesson 15 of 35 • 20 upvotes • 9:29mins

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Amit Singh Bhadoriya

Lesson contain concept of effective width of flenge for T-beam and L-beam.

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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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