SKRO6199.pdf
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- Wind Tunnel Compressor Rotor Blades
- Solicitation number
- FA9101-17-R-1000
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A A
B B
C C
D D
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NOTES: (UNLESS OTHERWISE SPECIFIED)
1. DIMENSIONING AND TOLERANCING PER ASME Y14.5-2009.3.
2. PANEL LAY-UP AND REINFORCEMENTS SHALL BE IN ACCORDANCE WITH THE VENDOR DESIGN
FOR LOCATION B-B ON SHEET 1 FROM DRAWING 3202100.6.
3. THE PANEL SHALL BE FABRICATED WITH THE SAME MATERIALS AND MANUFACTURING PROCESS (EG. RESIN TRANSFER, PRE-PREG, ETC) INTENDED FOR USE IN THE FINAL BLADE BASED ON THE TDR PACKAGE.
4. ONE PANEL SHALL BE PRODUCED FOR EACH IMPACT TRAJECTORY
5. ACTUAL LOCATION OF IMPACTS TO BE DETERMINED BASED ON TECHNICAL DESIGN AND APPROVED BY THE GOVERNMENT.
(22.75)
1.50
(18.75)
REINFORCEMENT SPACING PER VENDOR PRELIMINARY DESIGNSPACING PER VENDOR PRELIMINARY DESIGN
SHT
IMPACT PANEL
SCALE: FULL SIZE
Drawing Approved Electronically
RELEASED FOR EXECUTION
03/08/2017
A pp ro ve d fo r P ub lic
R el ea se di st rib ut io n un lim ite d.
VIEW A-A
SCALE: HALF SIZE
A A
B B
C C
D D
Ap pr ov ed b y:
Dr aw in g
Nu m be r:
Dr aw n by
Jo b No
Sy st em E ng in ee r:
De sig ne d by
Dr aw in g
Ch ec k:
ofSh
Re v:
Fil e
No
DE
SC
RI
PT
IO
N
OF
R
EV
IS
IO
N
AR
NO
LD
A
FB
, T
N
US
A
IR
F O
RC
E
AE
DC
BL
AD
E
DE
IS
GN
IM
PA
CT
P
AN
EL
DE
TA
IL
S
T
CO
MP
RE
SS
OR
C
SK
RO
2 3
EL
MO
RE
-R
B
DO
HR
MA
NN
-Y C
SM
IT
H-
AD
EA
RL
S-
JS
En gi ne er in g
Ch ec k:
BL
AI
R-
JA
St re ss
DE
AN
RA
NC
ES
U
NL
ES
S O
TH
ER
W
IS
E
NO
TE
D
FR
AC
TI
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NS
TE
NT
HS
HU
ND
RE
DT
HS
TH
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AN
DT
HS
AN
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DR
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D
HO
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DI
AM
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FI
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B B
18.000
18.7502.000
2.000
2.000
2.000
SHT
CLAMP ALL AROUND 2" EDGE BAND
SHT
Drawing Approved Electronically
RELEASED FOR EXECUTION
03/08/2017
A pp ro ve d fo r P ub lic
R el ea rib ut io n un lim
VIEW B-B
SCALE: 2X SIZE
A A
B B
C C
D D
Ap pr ov ed b y:
Dr aw in g
Nu m be r:
Dr aw n by
Jo b No
Sy st em E ng in ee r:
De sig ne d by
Dr aw in g
Ch ec k:
ofSh
Re v:
Fil e
No
DE
SC
RI
PT
IO
N
OF
R
EV
IS
IO
N
AR
NO
LD
A
FB
, T
N
US
A
IR
F O
RC
E
AE
DC
BL
AD
E
DE
IS
GN
IM
PA
CT
P
AN
EL
DE
TA
IL
S
T
CO
MP
RE
SS
OR
C
SK
RO
3 3
EL
MO
RE
-R
B
DO
HR
MA
NN
-Y C
SM
IT
H-
AD
EA
RL
S-
JS
En gi ne er in g
Ch ec k:
BL
AI
R-
JA
St re ss
DE
AN
RA
NC
ES
U
NL
ES
S O
TH
ER
W
IS
E
NO
TE
D
FR
AC
TI
O
NS
TE
NT
HS
HU
ND
RE
DT
HS
TH
O
US
AN
DT
HS
AN
GU
DR
IL
LE
D
HO
LE
S
DI
AM
ET
ER
TO
LE
RA
NC
ES
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.1
.0
.0
.1
.5
.5
1.
.0
0 0
1.
- 2
.0
.0
O
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R 2.
.0
SU
RF
AC
E
FI
NI
5.
60° 0'+/- 5 DEG
TRAJECTORY 1
BETWEEN REINFORCEMENTS
TRAJECTORY 2
DIRECTLY ON REINFORCEMENT
TRAJECTORY 3
AT ANGLE THROUGH REINFORCEMENT
CENTER
+/- .125"
REINFORCEMENT CENTER
SHT
Drawing Approved Electronically
RELEASED FOR EXECUTION
03/08/2017
A pp ro ve d fo r P ub lic
R el ea rib ut io n un lim
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