Page 71 - Unistrut Cable Management & Metal Framing
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 Unistrut
Fixings
Threaded Rods & Studs
   Part No.
 Part No.
 Part No.
 Part No.
 Part No.
 Finish
 M6
M8
M10
M12
M16
ZP
SS
 HG
  M6x1M M8X1M M10X1M M12X1M M16X1M • • •
 M6x2M
M8X2M
M10X2M
M12X2M
M16X2M
•
•
 •
  M6x3M M8X3M M10X3M M12X3M M16X3M • • •
      STUDDING
G e (mm) ø mm min
max
Grade 4.6
L=1, 2 & 3 M [ZP,SS] L=1 M [HG]
   ZP
Non Drill Anchors
SS
HG
         EAW
ZP
    L T=ls-e DG
Is =T+e
                                                        ZP
 SS
EA
e
       Part No.
   Part No.
  EAWH6 EAM6
 EAWH8
 EAM8
  EAWH8x40 EAM8x40
 EAWH10
 EAM10
  EAWH12 EAM12
 EAWH16
 EAM16
 EAWH20 EAM20
     Part No.
Part No.
Finish ZP
Finish SS
Class
Class
D mm
D mm
L mm
L mm
G
ø mm min
e (mm)
max
Approval:
Approval:
      EAM6 • - 8 25 8 M6 6 11 100
 EAM8
•
1.8kN*
10
30
10
M8
8
13
100
VdS
   EAM8x40 • 3kN* 10 40 10 M8 8 13 50 VdS FM
 EAM10
•
3.6kN*
12
40
12
M10
10
17
50
VdS
 FM
  EAM12 • 5.7kN* 15 50 15 M12 12 18 25 VdS FM
 EAM16
•
7.4kN*
20
65
20
M16
16
21
20
VdS
 FM
  EAM20 • 11.3kN* 25 80 25 M20 20 30 10 VdS FM
            EAM6 • - 8 25 8 M6 6 11 100
 EAM8
•
-
10
30
10
M8
8
13
100
   EAM10 • 3.0kN* 12 40 12 M10 10 17 50 VdS FM
 EAM12
•
3.6kN*
15
50
15
M12
12
18
25
 FM
  EAM16 • 5.7kN* 20 65 20 M16 16 21 20 FM
  * Loading data is applicable for concrete pressure zone only (B=25 N/mm2)
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71
          Metal Framing
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