Drawing 4_FLL-F18LC-2020_-.pdf
PDF 2 MB Posted
- Attached to
- Main Landing Gear H-Frame Federal contract opportunity
- Solicitation number
- 80NSSC20745032Q
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Drawing 4_FLL-F18LC-2010_-.pdf | ||
| Drawing 4_FLL-F18LC-2001_-.pdf | ||
| RFQ 80NSSC20745032Q.pdf |
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Text version
7 6 5 4 3
B B
C C
7 6 5 4 2
2 1
A
8 3
D
A
D
NOTES - UNLESS OTHERWISE SPECIFIED:
REVISION HISTORY
CHECKENGRDATEDESCRIPTIONREV
2020-06-09APPROVED FOR INITIAL RELEASE -
SHEET 1 OF 9CI NO. SCALE: NONE
-FLL-F18LC-20201JYR2D
REV.DWG. NO.CAGESIZE
MLG
CROSS MBR, ASSY
TITLE
NATIONAL AERONAUTICS AND SPACE ADMINISTRATION
ARMSTRONG FLIGHT RESEARCH CENTER
EDWARDS, CALIFORNIA
2020-06-09J.C. ALVAREZENGR
2020-06-09L. HUDSONCHECK
REVIEW
2020-06-09K. SIUREVIEW
2019-12-03J.C. ALVAREZDRAWN
2019-12-03J.C. ALVAREZDESIGN
DATEAPPROVALS
THIRD ANGLE PROJECTION
DO NOT SCALE DRAWING
DECIMALS
.X �#� .1
.XX �#� .03
.XXX �#� .010
.XXXX �#� .0010
ANGLES
.X �#� 0.5�$�
.XX �#� 0.25�$�
UNLESS OTHERWISE SPECIFIED DIMENSIONS
ARE IN INCHES. TOLERANCES ARE:
PARTS SHALL BE FREE OF
BURRS AND SHARP EDGES
INTERPRET DRAWING PER
ASME Y14.100
USED ONNEXT ASSEMBLY
F18LCFLL-F18LC-2001
PARTS LIST
NOTES
MATERIAL
SPECIFICATION
NOMENCLATURE
OR DESCRIPTION
PART OR
IDENTIFYING NO.
CAGE CODE
ITEM
NO.QTY REQD
-101
4,5W12 X 120, STEEL I-BEAM
ASTM-A36 MLG STRUCTURE CROSS MBR, I-BEAM-00111
4,51.75" THICK, STEEL PLATE
ASTM A36 REINFORCEMENT TRUNNION PLATE-00322
51" THICK, STEEL PLATE
ASTM A36 STIFFENER, WEB PLATE-00534
4,5.375" THICK, STEEL PLATE
ASTM A36 REINFORCEMENT WEB-00744
4,58 X 8 X 0.75, STEEL ANGLE
ASTM A36 ANGLE MOUNTING-00954
4,5.375 THICK, STEEL PLATE
ASTM A36 REINFORCEMENT WEB BRACKET-01162
GRADE 8, PER SAE J4291"-14 X 5", HEX SCREW91257A9903A054710
GRADE 8, PER SAE J4291.0" WASHER, FLAT98180A2403A054810
GRADE 8, PER SAE J4291"-14, NUT94895A8553A054910
1 IDENTIFY WITH 1JYR2-2020-APPROPIATE DASH NUMBER
AND LATEST REVISION LETTER PER MIL-STD-130N BY
METAL ENGRAVING (STAMPING) 0.12 INCH CHARACTER HEIGHT
SERIALIZE PER AFOP-7900.3-005.
LOCATE APPROXIMATELY AS SHOWN
2 TORQUE TO 1030±120 FT/LBS
3 WELD PER AWS D1.1/D1.1M.
FILLER: ER70S-3
LOAD: STATIC
PERFORM NDT INSPECTION PER AFRC-NPD-001
4 MASK ALL IDENTIFICATION MARKING AND MACHINED AREAS,
AND COVER (PLUG) HOLES.
5 PAINT PER MIL-PRF-85285E, TYPE III, CLASS H OR W,
OR POWDER COAT PER MIL-C-24712B, TYPE III, CLASS 3 WITH
COLOR PER AMS-STD-595 REV A,
COLOR NUMBER 15092 (GLOSS) BLUE
PER MANUFACTURING INSTRUCTIONS OF ANY SUITABLE
NASA AFRC (CAGE CODE 1JYR2), ZONE 4823A3
APPROVED PRODUCT.
6 MACHINE FLAT, TO MINIMUM CLEAN UP, ON INDICATED AREA.
(DO NOT EXCEED .95" MINIMUM FLANGE THICKNESS).
-101 MLG CROSS MBR, ASSY
ISOMETRIC VIEW
FOR REFERENCE ONLY
cmasella Full Size cmasella New Drawing
C
D
7 6 5 4 3
A
A
D
C
SHEET 2 OF 9CI NO. SCALE: NONE
-FLL-F18LC-20201JYR2D
REV.DWG. NO.CAGESIZE
-101 MLG CROSS MBR, ASSY
EXPLODED ISOMETRIC VIEW
Full Size
C
D
7 6 5 4 3
A
A
D
C
4.75
9.50
SHEET 3 OF 9CI NO. SCALE: NONE
-FLL-F18LC-20201JYR2D
REV.DWG. NO.CAGESIZE
-101 MLG CROSS MBR, ASSY
3 WELDMENT STRUCTURE
WEB STIFFENERS LOCATION
SCALE: 0.200
12:AWS D1.1/D1.1M - 2015
35.40.50
14:AWS D1.1/D1.1M - 2015
20.00.25
16:AWS D1.1/D1.1M - 2015
20.00.25
5:AWS D1.1/D1.1M - 2015
21.00.50
1:AWS D1.1/D1.1M - 2015
17.70.50
8:AWS D1.1/D1.1M - 2015
11.10.5010:AWS D1.1/D1.1M - 2015
21.40.5013:AWS D1.1/D1.1M - 2015
20.00.25
15:AWS D1.1/D1.1M - 2015
20.00.25
C
D
7 6 5 4 3
A
A
D
C
12.30 ( )1.11
13.10
34.35
2.38
2X 3.35
2.38
2.65
4X THRU
THIS FLANGE ONLY
1.050
4X (R )
.25
( ).71
5.00
7.00
10X THRU1.05
3.00
3.00
2X 3.20 2X 3.20
2X 4.95 2X 3.20
14.68
10.93 .25
12.50 1.00
SHEET 4 OF 9CI NO. SCALE: 0.200
-FLL-F18LC-20201JYR2D
REV.DWG. NO.CAGESIZE
-001 MLG STRUCTURE CROSS MBR, I-BEAM DETAIL
-001 MLG STRUCTURE CROSS MBR, I-BEAM
ISOMETRIC VIEW
FOR REFERENCE ONLY
SCALE: NONE
B
C
A
C
D
7 6 5 4 3
A
A
D
C
5.65
15.00
( )1.75
2X THRU1.100
5.00
2X 3.00
5.00
SHEET 5 OF 9CI NO. SCALE: 0.500
-FLL-F18LC-20201JYR2D
REV.DWG. NO.CAGESIZE
-003 REINFORCEMENT TRUNNION PLATE, DETAIL
2X .50 X .50
-003 REINFORCEMENT TRUNNION PLATE
ISOMETRIC VIEW
FOR REFERENCE ONLY
SCALE: NONE
B
C
A B
A
C
D
7 6 5 4 3
A
A
D
C
5.00
9.10
1.00
2X 45°X.50
SHEET 6 OF 9CI NO. SCALE: 1.000
-FLL-F18LC-20201JYR2D
REV.DWG. NO.CAGESIZE
-005 STIFFENER, WEB PLATE, DETAIL
-005 STIFFENER, WEB PLATE
ISOMETRIC VIEW
FOR REFERENCE ONLY
SCALE: NONE
C
D
7 6 5 4 3
A
A
D
C
7.50
1.80
5X THRU1.100
3.00
1.60 1.60 1.60 1.60
10.00
.375
1.88
SHEET 7 OF 9CI NO. SCALE: 1.000
-FLL-F18LC-20201JYR2D
REV.DWG. NO.CAGESIZE
-007 REINFORCEMENT WEB, DETAIL
-007 REINFORCEMENT WEB
ISOMETRIC VIEW
FOR REFERENCE ONLY
SCALE: NONE
B
C
A
C
D
7 6 5 4 3
A
A
D
C
7.00
4.00
9.40
3X 2.50
(R )
.20
3X THRU1.100
3.203.20
3.00
3.20
3.203.20
2.50
1.50
1.60
1.50
5X THRU1.100
( ).75
SHEET 8 OF 9CI NO. SCALE: 0.750
-FLL-F18LC-20201JYR2D
REV.DWG. NO.CAGESIZE
-009 ANGLE MOUNTING, DETAIL
-009 ANGLE MOUNTING
ISOMETRIC VIEW
FOR REFERENCE ONLY
SCALE: NONE
B
C
A
A
B
C
D
7 6 5 4 3
A
A
D
C
9.40
C 16.40
2X 1.50
90.0�$�
2X R1.00
( )1.50
2X 3.20
2X 3.20
2X 3.20
6.46
.375
2X 3.10
2X 1.50
2.77
2.77
10X THRU1.100
SHEET 9 OF 9CI NO. SCALE: 0.500
-FLL-F18LC-20201JYR2D
REV.DWG. NO.CAGESIZE
-011 REINFORCEMENT, WEB BRACKET, DETAIL
CENTER PLANE
OF DATUM C
-011 REINFORCEMENT, WEB BRACKET
ISOMETRIC VIEW
FOR REFERENCE ONLY
SCALE: NONE
B
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