unit load method problem 1 for rigid jointed frame

7:41

5:47

1:37

5:58

2:39

3:51

5:24

6:41

6:56

6:10

10:12

2:14

26:30

10:03

11:56

8:59

8:32

4:03

42:50

46:34

47:36

37:07

34:32

3:04

35:00

1:37:24

2:03:26

6:19

1:30:41

کوتاه

6:24

3:35

51:53

3:30

3:49

1:18

3:36

1:47:28

47:49

46:37