14:50

7.34 Curtailment example 2 beam continuous

15:26

7.33 Curtailment example continuous beam 2

11:10

7.32 Curtailment example continuous beam 1

08:58

7.31 Example curtailment for simply supported beam 4

06:40

7.30 Example curtailment for simply supported 3

07:18

7.29 Example curtailment for simply supported beam 2

09:20

7.28 Example Curtailment for simply supported beam 1

15:47

7.27 Simplified curtailment rules for slab

15:48

7.26 Simplified curtailment rules for beam

08:21

7.25 Curtailment rules

13:06

7.24 Curtailment simplified method vs EC2 method

23:00

7.23 curtailment EC2 method

22:46

7.22 Curtailment simplified method

09:03

7.21 Curtailment of reinforcement

05:46

6.22 Standard fire resistance: criteria R, E, and I

18:09

1.5 Testing of beam in heavy structure lab 5

10:48

6.21 Minimum dimension and axis distance of column methods A and B

09:52

1.4 Testing of beam in heavy structure lab 4

06:14

6.20 Axis distance asd vs axis distance a

19:49

1.3 Testing of beam in heavy structure lab 3

16:14

6.19 Minimum dimension and axis distance for beam and slab

20:42

1.2 Testing of beam in heavy structure lab 2

27:48

3.45 Design of pad footing under various conditions: summary

16:25

1.1 Testing of beam in heavy structure lab 1

15:59

3.44 Design of pad footing with axial load and moment in both axis part 5

10:08

8.12 Concluding remarks

15:55

3.43 Design of pad footing with axial load and moment in both axis part 4

06:34

8.11 Fabrication and disposal of specimens

14:55

3.42 Design of pad footing with axial load and moment in both axis part 3

20:27

8.10 Standards for experimental works

19:41

3.41 Design of pad footing with axial load and moment in both axis part 2

04:26

8.9 Universal testing machine

12:43

3.40 Design of pad footing with axial load and moment in both axis part 1

07:58

8.8 Lifting machines

15:49

3.39 Design of pad footing with axial load and moment in minor axis part 4

10:16

8.7 Calibration of measuring instrument

18:25

3.38 Design of pad footing with axial load and moment in minor axis part 3

10:59

8.6 Data acquisition system

21:45

3.37 Design of pad footing with axial load and moment in minor axis part 2

16:10

8.5 Actuator system for heavy structure lab testing

16:00

3.36 Design of pad footing with axial load and moment in minor axis part 1

17:24

8.4 Test setup in heavy structure lab

21:57

3.35 Design of pad footing with axial load and moment in major axis part 5

10:31

8.3 Portal frames for heavy structure lab testing

24:46

3.34 Design of pad footing with axial load and moment in major axis part 4

21:42

8.2 The strong floor system in heavy structure lab

16:18

3.33 Design of pad footing with axial load and moment in major axis part 3

11:57

8.1 Knowing your laboratory

31:36

3.32 Design of pad footing under axial load and moment in major axis part 2

24:59

7.21 Supervisor always ask for papers?

20:18

3.31 Design of pad footing under axial load and moment in major axis, part 1

20:38

7.20 Supervisor's expectation is too high?

22:30

3.30 Design of pad footing under axial load part 4

11:39

7.19 My supervisor that motivates too much?

19:42

3.29 Design of pad footing under axial load part 3

22:21

7.18 Supervisor who corrects my grammar?

25:20

3.28 Design of pad footing under axial part 2

20:21

7.17 Dealing with incompetent supervisor?

20:07

3.27 Design of pad footing under axial part 1

36:49

7.16 How frequent should you meet your supervisor?