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DBAS79G27-913S88DB059

Description
2 CONTACT(S), STAINLESS STEEL, FEMALE, MIL SERIES CONNECTOR, CLAMP AND CRIMP
CategoryThe connector    The connector   
File Size45KB,1 Pages
ManufacturerTE Connectivity
Websitehttp://www.te.com
Download Datasheet Parametric View All

DBAS79G27-913S88DB059 Overview

2 CONTACT(S), STAINLESS STEEL, FEMALE, MIL SERIES CONNECTOR, CLAMP AND CRIMP

DBAS79G27-913S88DB059 Parametric

Parameter NameAttribute value
MakerTE Connectivity
Reach Compliance Codeunknown
Other featuresSTANDARD: MIL-C-81703
Back shell typeSOLID
Connector typeMIL SERIES CONNECTOR
Contact to complete cooperationGOLD OVER NICKEL
Contact completed and terminatedGOLD OVER NICKEL
Contact point genderFEMALE
Coupling typeTHREADED
DIN complianceNO
empty shellNO
Filter functionNO
IEC complianceNO
JESD-609 codee4
MIL complianceYES
Manufacturer's serial numberDBAS79
Plug informationMULTIPLE MATING PARTS AVAILABLE
Mixed contactsNO
Installation typeCABLE AND PANEL
OptionsGENERAL PURPOSE
Shell surfaceNICKEL PLATED
Shell materialSTAINLESS STEEL
Housing size27
Termination typeCLAMP AND CRIMP
Total number of contacts2
Base Number Matches1
DBAS
Rack and panel connectors / Prises de rack
To be used with the spring compressed to the maximum. Utiliser le ressort comprimé à fond.
TYPE 79
40,10 max.
X
Panel displacement
Déplacement du panneau
36,65 max.
X
Panel displacement
Déplacement du panneau
U E G
A
U E
A
e Panel thickness
Epaisseur du panneau de fixation
D
With backshell
Avec écrou arrière
e Panel thickness
Epaisseur du panneau de fixation
D
Without nut (MOD 1A)
Sans écrou arrière (MOD 1A)
Part number
Référence
DBAS 79-3-** P/S *
DBAS 79-7-** P/S *
A
max.
22,45
29,60
D
max.
21,05
20,85
20,85
20,85
20,60
20,60
20,30
E
max.
19,30
24,40
27,25
32,00
35,75
40,60
50,40
G
max.
17,00
21,80
25,00
28,25
30,95
34,15
42,00
U
max.
31,00
34,30
39,75
43,40
47,15
53,50
72,00
X
max.
13,95-e
12,30-e
12,45-e
12,15-e
11,80-e
11,60-e
9,35-e
Compression force for X
Effort de compression pour X
max.
1,6 daN
3,3 daN
5
daN
8,7 daN
11,8 daN
15,6 daN
26,2 daN
Part number
Référence
DBAS 79-3-** P/S * 1A
DBAS 79-7-** P/S * 1A
DBAS 79-12-** P/S * 1A
DBAS 79-19-** P/S * 1A
DBAS 79-27-** P/S * 1A
DBAS 79-37-** P/S * 1A
DBAS 79-61-** P/S * 1A
Rear accessories
tightening torque
Couple de serrage des
accessoires arrières
(see table page /
voir tableau page 10)
nul
0,3 daN
0,7 daN
1,2 daN
1,9 daN
2,7 daN
3,7 daN
6,1 daN
DBAS 79-12-** P/S * 31,90
DBAS 79-19-** P/S * 35,15
DBAS 79-27-** P/S * 38,70
DBAS 79-37-** P/S * 45,95
DBAS 79-61-** P/S * 54,40
Panel displacement X depends on its thickness (e) chosen by the user. Panel cutout, see page 32.
Le déplacement X du panneau est fonction de son épaisseur (e) choisie par l’utilisateur. Perçage panneau, voir page 32.
With straight cable clamp / Avec serre-câble droit
TYPE 79
L
To be used with the spring compressed to the maximum. Utiliser le ressort comprimé à fond.
X
Panel displacement
Déplacement du panneau
Screw tightening torque/Couple de serrage vis
0,9 m.N + 0,1
-0
U E G J1
A
Ø tightened clamps/Ø brides serrées
e Panel thickness
Epaisseur du panneau de fixation
D
J
Ø allowed cable
Ø câble accepté
Part number
Référence
DBAS 79-3-** P/S * 059
DBAS 79-7-** P/S * 059
DBAS 79-12-** P/S * 059
DBAS 79-19-** P/S * 059
DBAS 79-27-** P/S * 059
DBAS 79-37-** P/S * 059
DBAS 79-61-** P/S * 059
A
max.
22,45
29,60
31,90
35,15
38,70
45,95
54,40
D
max.
21,05
20,85
20,85
20,85
20,60
20,60
20,30
E
max.
19,30
24,40
27,25
32,00
35,75
40,60
50,40
G
max.
17,00
21,80
25,00
28,25
30,95
34,15
42,00
J
mini.
6,60
12,75
14,60
17,80
19,80
23,00
30,10
J1
max.
5,15
10,55
12,05
15,85
17,90
21,05
27,40
L
max.
49,10
49,10
55,10
55,10
55,10
55,10
55,10
U
max.
31,00
34,30
39,75
43,40
47,15
53,50
72,00
X
max.
13,95-e
12,30-e
12,45-e
12,15-e
11,80-e
11,60-e
9,35-e
Compression force for X
Effort de compression pour X
max.
nul
1,6 daN
3,3 daN
5 daN
8,7 daN
11,8 daN
15,6 daN
26,2 daN
0,3 daN
0,7 daN
1,2 daN
1,9 daN
2,7 daN
3,7 daN
6,1 daN
Rear accessories
tightening torque
Couple de serrage des
accessoires arrières
(see table page /
voir tableau page 10)
Panel displacement X depends on its thickness (e) chosen by the user. Panel cutout, see page 32.
Le déplacement X du panneau est fonction de son épaisseur (e) choisie par l’utilisateur. Perçage panneau, voir page 32.
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