56

Female Style 1/2 R

Series 8477 – 3 rows (3 x 16) Inverted

48 contacts, rows a + b + c fully loaded

●●●●

●

c

●●●●

●

b

●●●●

●

a

32 contacts, rows a + c fully loaded

●●●●

●

c

✕✕✕✕

✕

b

●●●●

●

a

16 contacts, rows a + c even loading

✕●

✕●

✕

c

✕✕✕✕

✕

b

✕●

✕●

✕

a

16 contacts, row a loading only

✕✕✕✕

✕

c

✕✕✕✕

✕

b

●●●●

●

a

No. Contact

Contact

Positions

Rows

A

B

C

D

E

48

3 (3 x 16)

15

38.10

53.90

48.26

44.30

(1.500)

(2.122)

(1.900)

(1.744)

Contact Design

Part Number

and

Number of

Performance classes according to DIN 41612

Termination Length

Contacts

Loading Description

II

I

48

a + b + c fully loaded

20 8477 048 002 025

20 8477 048 002 049

32

a + c fully loaded

20 8477 048 002 026

20 8477 048 002 050

3.0 mm (Y)

16

a + c even loading

20 8477 048 002 033

20 8477 048 002 057

0.6 x 0.6 mm Right Angled

16

a loading only

20 8477 048 002 027

20 8477 048 002 051

48

a + b + c fully loaded

20 8477 048 008 025

20 8477 048 008 049

32

a + c fully loaded

20 8477 048 008 026

20 8477 048 008 050

0.6 x 0.6 mm Post Profile

16

a + c even loading

20 8477 048 008 033

20 8477 048 008 057

11.43 mm (Y) Right Angled

16

a loading only

20 8477 048 008 027

20 8477 048 008 051

48

a + b + c fully loaded

20 8477 048 012 025

20 8477 048 012 049

32

a + c fully loaded

20 8477 048 012 026

20 8477 048 012 050

0.6 x 0.6 mm Post Profile

16

a + c even loading

20 8477 048 012 033

20 8477 048 012 057

4.5 mm (Y) Right Angled

16

a loading only

20 8477 048 012 027

20 8477 048 012 051

Unit: millimeters (inches)

NB: Alternative Prefix Variations Available: 26, please refer to Page 10.

Additional Plating & Loading Variations: Please contact your local AVX sales office or distributor.

DIMENSIONS

LOADING DESCRIPTION

D

2.84

[0.112]

HOLE PATTERN

For Y dimension

see contact design

ROW A

ROW B

8.46

[0.333]

D

ROW B

ROW A

10.5

[0.413]

13.4

[0.528]

10.5

[0.413]

5.31

[0.209]

Y

KEYING

ROW C

ROW C

5.08

[0.200]

5.08 [0.200]

DIA.

DIA.

DIA.

A EQ SP @ 2.54 [0.100] = B

C

E

D

2.54

[0.100]

2.54

[0.100]

2.54

[0.100]

1.02

[0.040]

A EQ SP @ 2.54 [0.100] = B

1