Drawing 4_FLL-F18LC-2020_-.pdf

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Attached to
Main Landing Gear H-Frame Federal contract opportunity
Solicitation number
80NSSC20745032Q
Issued by
National Aeronautics and Space Administration Shared Services Center

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Drawing 4_FLL-F18LC-2010_-.pdf PDF
Drawing 4_FLL-F18LC-2001_-.pdf PDF
RFQ 80NSSC20745032Q.pdf PDF

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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

Sheet 1
Views
new_view_3
Zones
D8
D7
D6
D5
D4
D3
D2
D1
C8
C7
C6
C5
C4
C3
C2
C1
B8
B7
B6
B5
B4
B3
B2
B1
A8
A7
A6
A5
A4
A3
A2
A1
Sheet 2
Views
new_view_5
Zones
D8
D7
D6
D5
D4
D3
D2
D1
C8
C7
C6
C5
C4
C3
C2
C1
B8
B7
B6
B5
B4
B3
B2
B1
A8
A7
A6
A5
A4
A3
A2
A1
Sheet 3
Views
new_view_13
new_view_45
new_view_56
Zones
D8
D7
D6
D5
D4
D3
D2
D1
C8
C7
C6
C5
C4
C3
C2
C1
B8
B7
B6
B5
B4
B3
B2
B1
A8
A7
A6
A5
A4
A3
A2
A1
Sheet 4
Views
new_view_7
bottom_25
right_26
new_view_47
Zones
D8
D7
D6
D5
D4
D3
D2
D1
C8
C7
C6
C5
C4
C3
C2
C1
B8
B7
B6
B5
B4
B3
B2
B1
A8
A7
A6
A5
A4
A3
A2
A1
Sheet 5
Views
new_view_16
bottom_28
right_29
new_view_48
Zones
D8
D7
D6
D5
D4
D3
D2
D1
C8
C7
C6
C5
C4
C3
C2
C1
B8
B7
B6
B5
B4
B3
B2
B1
A8
A7
A6
A5
A4
A3
A2
A1
Sheet 6
Views
new_view_18
right_31
new_view_49
Zones
D8
D7
D6
D5
D4
D3
D2
D1
C8
C7
C6
C5
C4
C3
C2
C1
B8
B7
B6
B5
B4
B3
B2
B1
A8
A7
A6
A5
A4
A3
A2
A1
Sheet 7
Views
new_view_20
right_33
new_view_50
Zones
D8
D7
D6
D5
D4
D3
D2
D1
C8
C7
C6
C5
C4
C3
C2
C1
B8
B7
B6
B5
B4
B3
B2
B1
A8
A7
A6
A5
A4
A3
A2
A1
Sheet 8
Views
new_view_22
bottom_34
right_35
new_view_51
Zones
D8
D7
D6
D5
D4
D3
D2
D1
C8
C7
C6
C5
C4
C3
C2
C1
B8
B7
B6
B5
B4
B3
B2
B1
A8
A7
A6
A5
A4
A3
A2
A1
Sheet 9
Views
new_view_24
right_37
new_view_52
bottom_57
Zones
D8
D7
D6
D5
D4
D3
D2
D1
C8
C7
C6
C5
C4
C3
C2
C1
B8
B7
B6
B5
B4
B3
B2
B1
A8
A7
A6
A5
A4
A3
A2
A1

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