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STRUCTURAL PANEL FASTENERS - Unirex Inc

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<strong>STRUCTURAL</strong> <strong>PANEL</strong><br />

<strong>FASTENERS</strong><br />

distributes stresses<br />

over total structure<br />

quick action •<br />

convenience •<br />

reusability<br />

Structural<br />

Panel Fasteners by Voi-Shan serve to make removable<br />

panels an integral part of the primary<br />

structure. They afford easy access to equipment<br />

behind the panel areas and offer repeated fastener<br />

reusability. On many high performance and<br />

supersonic aircraft where the skin is a load carrying<br />

member, a structural panel fastener is an ideal<br />

method of obtaining access to components within<br />

the structure of the aircraft.<br />

When an access panel is removed for maintenance<br />

purposes, physical deflection resulting from<br />

stresses in the understructure is revealed. The shift<br />

in the hole pattern changes gradually as each panel<br />

fastener is retracted. As removal progresses,<br />

residual shear loading on the few remaining<br />

fasteners makes the task increasingly more<br />

difficult. Similarly, re-installation requires progressive<br />

“pull-up” and “line-up” to bring the<br />

panel and the deflected understructure together<br />

for a perfectly mated fit. Voi-Shan structural<br />

panel fasteners solve this problem through carefully<br />

designed features that suit any application<br />

calling for quick and easy removal and reassembly.<br />

Overall structural integrity results from fasteners<br />

that have the ability to distribute stresses over the<br />

metal skin. The Voi-Shan system offers the only<br />

714<br />

structural panel fastener providing effective clamp-up<br />

regardless of material thickness. Closing a gap of<br />

up to .125", they readily permit hole mis-alignment of<br />

up to .040" - - while carrying a higher load than any<br />

other quick operating fastener of this type. Voi-Shan<br />

structural panel fasteners have excellent reusability,<br />

and are capable of repeated cycles of installations<br />

and troublefree diassemblies.<br />

The basic varieties of the fastener include<br />

designs engineered to suit a range of specific<br />

panel conditions. One essentially caters to thin<br />

panel sub-structure combinations ranging from<br />

.062" - .312" thickness. With its common low<br />

height receptacle suiting all sleeve bolt grip<br />

lengths, added convenience is afforded. Another<br />

patented form is expressly manufactured to meet<br />

aerospace needs for high and low temperatures.<br />

The same fastener accommodates misalignment<br />

with sleeve bolt taper, which provides easy entry<br />

and lead-in yet permits rapid installation or<br />

removal through its multiple lead thread design.<br />

Each Voi-Shan structural panel fastener delivers<br />

dependable performance wherever structural<br />

soundness and accessibility is essential. The accompanying<br />

technical data and standards pages<br />

illustrate the design features of the Voi-Shan panel<br />

fastening system. For additional information on<br />

materials, head styles, head recesses and technical<br />

details, call on Voi-Shan’s nearest District Sales<br />

Office or contact Voi-Shan at Culver City,<br />

California.


<strong>STRUCTURAL</strong> <strong>PANEL</strong> <strong>FASTENERS</strong><br />

TECHNICAL INFORMATION<br />

MATERIAL SELECTION<br />

SLEEVE BOLT<br />

8740 Alloy Steel AMS 6322<br />

431 Cres. MIL-S-18732<br />

A286 Cres. AMS 5735<br />

RECEPTACLE<br />

ENVELOPE<br />

C1050 Alloy Steel A151<br />

A286 Cres. AMS 5525<br />

BARREL<br />

8740 Alloy Steel AMS 6322<br />

4140 Alloy Steel<br />

2024 Aluminum Alloy QQ-A-282<br />

431 Cres. MIL-S-18732<br />

A286 Cres. AMS 5735<br />

STUD<br />

8740 Alloy Steel AMS 6322<br />

431 Cres. MIL-S-18732<br />

A286 Cres. AMS 5735<br />

RETAINING RING<br />

Elgiloy (Elgin National Watch Co.)<br />

17-7 Ph Per Ams 5673<br />

Additional technical information, standards pages,<br />

and tooling data are available from the Voi-Shan<br />

sales service staff.<br />

715


E.S.C.M.P.F.<br />

ENGINEERING STANDARDS COMMITTEE<br />

FOR MILSON <strong>PANEL</strong> <strong>FASTENERS</strong><br />

2701 S. HARBOR BLVD.<br />

SANTA ANA, CALIFORNIA<br />

ENGINEERING STANDARDS COMMITTEE<br />

MILSON <strong>STRUCTURAL</strong> <strong>PANEL</strong> <strong>FASTENERS</strong><br />

THE MILSON <strong>PANEL</strong> FASTENER SYSTEM IS A HIGH SHEAR STRENGTH FASTENER SYSTEM<br />

THAT ACCOMMODATES MISALIGNED HOLE PATTERNS AND PROVIDES A MEANS OF RE-<br />

TAINING THE SLEEVEBOLT IN THE REMOVABLE <strong>PANEL</strong>. iN AN INSTALLATION USING VARI-<br />

OUS LENGTH SLEEVEBOLTS, THIS LAST FEATURE INSURES THAT EACH SLEEVE BOLT IS<br />

RETAINED IN THE PROPER LOCATION.<br />

TO CALL OUT PARTS CORRECTLY, THREE DASH NUMBERS ARE REQUIRED TO DEFINE THE<br />

RECEPTACLE, AND TWO DASH NUMBERS DESCRIBE THE SLEEVEBOLT DIAMETER AND<br />

LENGTH. THE SLEEVEBOLT DIAMETER (FIRST DASH NUMBER), IS SELECTED ACCORDING<br />

TO THE SHEAR AND TENSILE VALUES GIVEN ON PAGE 2, AND THE FIRST DASH NUMBER<br />

OF ALL MATING COMPONENTS MUST BE THE SAME.<br />

BEFORE YOU SELECT YOUR MILSON PART NUMBERS, HERE ARE SOME THOUGHTS TO<br />

CONSIDER:<br />

MILSON SLEEVEBOLTS AND RECEPTACLES ARE AVAILABLE IN MANY LENGTHS AND<br />

HEIGHTS FOR APPLICATION TO VARIOUS <strong>PANEL</strong> AND STRUCTURE THICKNESSES. VARI-<br />

OUS TYPES AND STRENGTH LEVELS OF MATERIAL ARE AVAILABLE AND ALL ARE DIMEN-<br />

SIONALLY INTERCHANGEABLE, SIZE FOR SIZE, AND ARE SELECTED FROM THE SAME<br />

DATA TABLES.<br />

THESE COMPONENTS MAY BE SELECTED BY THREE DIFFERENT METHODS WHICH ARE<br />

REFERRED TO AS I, II, AND III, AND ARE DESCRIBED ON SUCCEEDING PAGES.<br />

THE SLEEVEBOLT RETAINING RINGS ARE EASILY DEFINED BY DIAMETER ONLY. A FOURTH<br />

COMPONENT, THE RETAINING SHIM, IS OPTIONAL AND MAY BE INCLUDED WITH ANY OF<br />

THE THREE SELECTION METHODS. THE SHIM PROVIDES THE ADDED CONVENIENCE OF<br />

HOLDING THE SLEEVEBOLT IN A RETRACTED POSITION IN THE <strong>PANEL</strong>. (SEE PAGE 6.)<br />

ALL RECEPTACLE BARREL ASSEMBLIES ARE EASILY REMOVED AND REPLACED WITH-<br />

OUT DRILLING OUT THE ATTACHING RIVETS. THE NR TOOLS AND PROCEDURES ARE DE-<br />

SCRIBED ON PAGE 9.<br />

DIM’S IN INCHES - TOLERANCE ±.010 UNLESS OTHERWISE NOTED: PROCUREMENT SPECIFICATION ESCMPF 19000<br />

TITLE<br />

PRODUCT SELECTION DATA<br />

716<br />

1900<br />

Sheet 1 of 15<br />

APPROVAL DATE REVISION (1) 2/4/81


DIM’S IN INCHES - TOLERANCE ±.010 UNLESS OTHERWISE NOTED: PROCUREMENT SPECIFICATION ESCMPF 19000<br />

E.S.C.M.P.F.<br />

ENGINEERING STANDARDS COMMITTEE<br />

FOR MILSON <strong>PANEL</strong> <strong>FASTENERS</strong><br />

2701 S. HARBOR BLVD.<br />

SANTA ANA, CALIFORNIA<br />

ENGINEERING STANDARDS COMMITTEE<br />

MILSON <strong>STRUCTURAL</strong> <strong>PANEL</strong> <strong>FASTENERS</strong><br />

PART<br />

NUMBER<br />

SHANK<br />

DIA.<br />

OF<br />

SLEEVEBOLT<br />

TENSILE<br />

STRENGTH<br />

LBS.<br />

SHEAR<br />

STRENGTH<br />

SINGLE<br />

MIN.<br />

MIN.<br />

19XX-4 19XXS-4<br />

19XXSS-4 1/<br />

4<br />

2000 1800 2250<br />

2100<br />

19XX12-42500 2800<br />

19XX-5<br />

19XXS-5<br />

19XXSS-5 5/<br />

16<br />

3500 2200 4750<br />

3200<br />

19XX12-53500 4600<br />

19XX-6<br />

19XXS-6<br />

19XXSS-6 3/<br />

8<br />

6000 3300 6500<br />

4800<br />

19XX12-66000 6000<br />

MECHANICAL PROPERTIES<br />

TITLE<br />

MILSON CALLOUT AND<br />

INSTALLATION INFORMATION<br />

717<br />

LOCKING<br />

TORQUE<br />

FIRST<br />

INSTALLAT<br />

ION<br />

5-20<br />

IN.<br />

LBS.<br />

10-30<br />

IN.<br />

LBS.<br />

15-45<br />

IN.<br />

LBS.<br />

EXAMPLE: STANDARD TWO LUG RECEPTACLE FOR SERVICE<br />

AT 700° F. WITH <strong>STRUCTURAL</strong> DIMENSIONS AS<br />

SHOWN ABOVE.<br />

M TOTAL MATERIAL THICKNESS<br />

U TOTAL SUB-STRUCTURE THICKNESS<br />

SLEEVE BOLT RETAINER RING RECEPTACLE ASSY.<br />

1920S-4-8<br />

1920S-5-8<br />

1920S-6-8<br />

1943-4<br />

1943-5<br />

1943-6<br />

1950S-4-8-3<br />

1950S-5-8-3<br />

1950S-6-9-3<br />

N FOR .500<br />

BASIC P/N 700°F.<br />

SERVICE<br />

BASIC P/N<br />

SEATING<br />

TORQUE<br />

RECOMMENDED<br />

25<br />

IN.<br />

LBS.<br />

45<br />

IN.<br />

LBS.<br />

100<br />

IN.<br />

LBS.<br />

E WHEN U = .292<br />

H WHEN M = 480<br />

BASIC P/N STD. TWO LUG<br />

STYLE, 700° F. SERVICE<br />

1900<br />

Sheet 2 of 15<br />

APPROVAL DATE REVISION (1) 2/4/81


DIM’S IN INCHES - TOLERANCE ±.010 UNLESS OTHERWISE NOTED: PROCUREMENT SPECIFICATION ESCMPF 19000<br />

E.S.C.M.P.F.<br />

ENGINEERING STANDARDS COMMITTEE<br />

FOR MILSON <strong>PANEL</strong> <strong>FASTENERS</strong><br />

2701 S. HARBOR BLVD.<br />

SANTA ANA, CALIFORNIA<br />

ENGINEERING STANDARDS COMMITTEE<br />

MILSON <strong>STRUCTURAL</strong> <strong>PANEL</strong> <strong>FASTENERS</strong><br />

SELECTION METHOD I<br />

THIS SELECTION METHOD IS PREFERRED TO ACHIEVE THE FULL ALIGNMENT CAPABILITY<br />

OF THE MILSON <strong>PANEL</strong> FASTENER SYSTEM. IN METHOD I THE SLEEVE BOLT GRIP LENGTH<br />

AT EACH HOLE SHOULD GENERALLY BE EQUAL TO THE JOINT THICKNESS; HOWEVER, IF<br />

<strong>STRUCTURAL</strong> REQUIREMENTS PERMIT, CONSIDER USING A SHORTER GRIP LENGTH FOR<br />

FEWER TURNS AND LESS WEIGHT. USING THE APPROPRIATE TABLE ON PAGE 11, 12 OR<br />

13, THE RECEPTACLE DASH NUMBERS ARE CHOSEN TO MATCH THE SLEEVEBOLT GRIP<br />

DASH NUMBER AND MATERIAL THICKNESS.<br />

SLEEVEBOLT GRIP LENGTH EQUAL TO RO LESS THAN JOINT THICKNESS<br />

TITLE<br />

SELECTION METHOD I<br />

718<br />

1900<br />

Sheet 3 of 15<br />

APPROVAL DATE REVISION (1) 2/4/81


E.S.C.M.P.F.<br />

ENGINEERING STANDARDS COMMITTEE<br />

FOR MILSON <strong>PANEL</strong> <strong>FASTENERS</strong><br />

2701 S. HARBOR BLVD.<br />

SANTA ANA, CALIFORNIA<br />

ENGINEERING STANDARDS COMMITTEE<br />

MILSON <strong>STRUCTURAL</strong> <strong>PANEL</strong> <strong>FASTENERS</strong><br />

SELECTION METHOD II<br />

THIS METHOD CALLS OUT THE SAME SLEEVEBOLT LENGTH FOR EVERY HOLE IN <strong>PANEL</strong> OR<br />

DOOR, REGARDLESS OF JOINT THICKNESS, AND VARIES RECEPTACLES TO ACCOMMODATE<br />

THE DIFFERENT THICKNESSES.<br />

TO SELECT THE COMPONENT PART NUMBERS FOR THIS TYPE OF APPLICATION, PROCEED AS<br />

FOLLOWS:<br />

SELECT THE SLEEVEBOLT GRIP LENGTH WHICH EQUALS, OR SLIGHTLY EXCEEDS, TWICE THE<br />

<strong>PANEL</strong> THICKNESS, PLUS THE THICKNESS OF ANY SEALS OR SHIMS WHICH MAY SEPARATE<br />

THE <strong>PANEL</strong> FROM THE LOAD BEARING SUBSTRUCTURE. THEN USE THE APPROPRIATE TABLE<br />

ON PAGE 11, 12 OR 13 TO CHOOSE THE RECEPTACLE DASH NUMBERS WHICH ARE RECOM-<br />

MENDED FOR THIS SLEEVEBOLT AND THE SPECIFIC MATERIAL THICKNESS.<br />

ADVANTAGES: SIMPLIFIES THE REPLACEMENT OF SLEEVEBOLTS, MINIMIZES THE NUMBER OF<br />

TURNS FOR QUICKER OPERATION; SAVES WEIGHT IN COMPARISON WITH METHOD I AND III,<br />

AND MAINTAINS FULL ALIGNMENTS CAPABILITIES.<br />

NOTE: IN THIS SELECTION METHOD, IT IS ASSUMED THAT THE <strong>PANEL</strong> MATERIAL IS CAPABLE OF<br />

NO GREATER LOAD BEARING THAN THE MATERIAL OF THE SUB-STRUCTURE.<br />

RECEPTACLE HEIGHT VARIES<br />

WITH SUB-STRUCTURE THICKNESS<br />

SLEEVEBOLT GRIP LENGTH SAME FOR ANY JOINT THICKNESS<br />

DIM’S IN INCHES - TOLERANCE ±.010 UNLESS OTHERWISE NOTED: PROCUREMENT SPECIFICATION ESCMPF 19000<br />

TITLE<br />

SELECTION METHOD II<br />

CONSTANT LENGTH SLEEVE BOLT<br />

719<br />

1900<br />

Sheet 4 of 15<br />

APPROVAL DATE REVISION (1) 2/4/81


E.S.C.M.P.F.<br />

ENGINEERING STANDARDS COMMITTEE<br />

FOR MILSON <strong>PANEL</strong> <strong>FASTENERS</strong><br />

2701 S. HARBOR BLVD.<br />

SANTA ANA, CALIFORNIA<br />

ENGINEERING STANDARDS COMMITTEE<br />

MILSON <strong>STRUCTURAL</strong> <strong>PANEL</strong> <strong>FASTENERS</strong><br />

SELECTION METHOD III<br />

THIS METHOD CALLS OUT A CONSTANT RECEPTACLE FOR EVERY<br />

HOLE IN A <strong>PANEL</strong> OR DOOR AND IS THE EASIEST METHOD OF SELECTION,<br />

AS IT AVOIDS THE USE OF THE RECEPTACLE TABLES.<br />

SELECT THE SLEEVEBOLT GRIP LENGTH AT EACH HOLE WHICH IS<br />

EQUAL TO OR SLIGHTLY GREATER THAN THE TOTAL MATERIAL<br />

THICKNESS OF THE <strong>PANEL</strong> AND SUBSTRUCTURE. THE RECEPTACLE<br />

WILL BE:<br />

SLEEVEBOLT DIA. RECEPTACLE MINIMUM JOINT THICKNESS<br />

(1/4) - 4 19XX-4-8-0 - .130<br />

(5/16) - 5 19XX-5-8-0 - .165<br />

(3/8) - 6 19XX-6-9-0 - .198<br />

ADVANTAGE: REDUCES PART NUMBERS FOR SAVINGS IN PROCUREMENT<br />

AND STOCKING. SLIGHT WEIGHT SAVINGS OVER METHOD I.<br />

RECEPTACLE HEIGHT SAME FOR ANY<br />

SUB-STRUCTURE THICKNESS<br />

SLEEVEBOLT GRIP LENGTH EQUAL TO JOINT<br />

THICKNESS AT EACH FASTENER HOLE<br />

DIM’S IN INCHES - TOLERANCE ±.010 UNLESS OTHERWISE NOTED: PROCUREMENT SPECIFICATION ESCMPF 19000<br />

TITLE<br />

SELECTION METHOD III<br />

CONSTANT RECEPTACLE HEIGHT<br />

720<br />

1900<br />

Sheet 5 of 15<br />

APPROVAL DATE REVISION (1) 2/4/81


E.S.C.M.P.F.<br />

ENGINEERING STANDARDS COMMITTEE<br />

FOR MILSON <strong>PANEL</strong> <strong>FASTENERS</strong><br />

2701 S. HARBOR BLVD.<br />

SANTA ANA, CALIFORNIA<br />

ENGINEERING STANDARDS COMMITTEE<br />

MILSON <strong>STRUCTURAL</strong> <strong>PANEL</strong> <strong>FASTENERS</strong><br />

TYPICAL SHIM INSTALLATION<br />

THIS INSTALLATION TECHNIQUE IS MOST USEFUL WHERE FORM-<br />

IN-PLACE GASKETS ARE USED TO SEAL THE <strong>PANEL</strong> OR THE DOOR.<br />

THE ADVANTAGES OF THIS TECHNIQUE ARE CONTROL OF<br />

GASKET THICKNESS WHILE PROVIDING A SOLID LOAD PATH.<br />

ANOTHER PLUS IS THE ABILITY OF THE CAPTIVE RING TO<br />

HOLD THE SLEEVE BOLT IN A RETRACTED POSITION MAKING<br />

CURVED <strong>PANEL</strong> REPLACEMENT EASIER.<br />

INCLUDE SHIM THICKNESS IN TOTAL JOINT THICKNESS TO<br />

SELECT COMPONENT PART NUMBERS. THIS SHIM TECHNIQUE<br />

MAY BE USED WITH ANY OF THE THREE SELECTION METHODS.<br />

IN INSTALLATIONS WITH NO SEAL OR GASKET, COUNTERBORE<br />

THE <strong>PANEL</strong> OR SUB-STRUCTURE TO ACCOMMODATE THE SHIMS.<br />

THE NST-120 TOOL IS REQUIRED FOR SLEEVEBOLT INSTALLATION<br />

OR REMOVAL. REF. PAGE 10.<br />

DIM’S IN INCHES - TOLERANCE ±.010 UNLESS OTHERWISE NOTED: PROCUREMENT SPECIFICATION ESCMPF 19000<br />

TITLE<br />

SHIM<br />

INSTALLATION PROCEDURE<br />

721<br />

1900<br />

Sheet 6 of 15<br />

APPROVAL DATE REVISION (1) 2/4/81


E.S.C.M.P.F.<br />

ENGINEERING STANDARDS COMMITTEE<br />

FOR MILSON <strong>PANEL</strong> <strong>FASTENERS</strong><br />

2701 S. HARBOR BLVD.<br />

SANTA ANA, CALIFORNIA<br />

ENGINEERING STANDARDS COMMITTEE<br />

MILSON <strong>STRUCTURAL</strong> <strong>PANEL</strong> <strong>FASTENERS</strong><br />

1. LUBRICATE INTERNAL THREADS<br />

AND CONTACT SURFACES IF NECESSARY.<br />

USE MIL-T-5544.<br />

2. INSERT THE BOLT IN THE <strong>PANEL</strong>.<br />

CAUTION<br />

TO MAINTAIN <strong>STRUCTURAL</strong> INTEGRITY OF<br />

THE <strong>PANEL</strong>, THE CORRECT TYPE, SIZE AND<br />

LENGTH BOLTS MUST BE INSERTED IN THE<br />

PROPER LOCATIONS.<br />

6. BEGIN TORQUING AT ONE POINT ON THE<br />

<strong>PANEL</strong> AND CONTINUE IN ONE OR BOTH<br />

DIRECTIONS.<br />

1. LOOSEN EACH BOLT 2 TO 3 REVOLUTIONS.<br />

WORK IN ONE OR BOTH DIRECTIONS ON THE<br />

<strong>PANEL</strong>.<br />

2. DISENGAGE EACH BOLT FROM EACH RECEP-<br />

TACLE AND PULL TO ‘FULL OUT’ POSITION.<br />

WORK IN ONE OR BOTH DIRECTIONS ON THE<br />

<strong>PANEL</strong>.<br />

MILSON INSTALLATION<br />

DIM’S IN INCHES - TOLERANCE ±.010 UNLESS OTHERWISE NOTED: PROCUREMENT SPECIFICATION ESCMPF 19000<br />

TITLE<br />

MILSON<br />

INSTALLATION INFORMATION<br />

722<br />

3. INSTALL RETAINER RING ONTO BOLT<br />

USING NST-199 INSTALLATION TOOL.<br />

A. USE THUMB AND INDEX FINGER<br />

TO SLIDE THE RETAINER RING<br />

FROM THE TOOL ONTO THE BOLT.<br />

CAUTION<br />

DO NOT EXPAND RETAINER RING<br />

TOO MUCH, SINCE OVER-EXPANSION<br />

WILL DESTROY THE PURPOSE OF<br />

THE RETAINER.<br />

4. POSITION <strong>PANEL</strong> ABOVE MATING<br />

STRUCTURE AND PRESS ALL BOLTS TO<br />

THE ENGAGED POSITION.<br />

5. TORQUE BOLTS AS SPECIFIED ON<br />

PAGE 1, NOTE 4.<br />

CAUTION<br />

WITH THIN <strong>PANEL</strong>S, REDUCE<br />

TIGHTENING TORQUE TO PRE-<br />

VENT DEFORMATION OF RE-<br />

TAINER RING COUNTERBORE.<br />

DRAWING NUMBER<br />

1900<br />

Sheet 7 of 15<br />

APPROVAL DATE REVISION (1) 2/4/81


DIM’S IN INCHES - TOLERANCE ±.010 UNLESS OTHERWISE NOTED: PROCUREMENT SPECIFICATION ESCMPF 19000<br />

E.S.C.M.P.F.<br />

ENGINEERING STANDARDS COMMITTEE<br />

FOR MILSON <strong>PANEL</strong> <strong>FASTENERS</strong><br />

2701 S. HARBOR BLVD.<br />

SANTA ANA, CALIFORNIA<br />

ENGINEERING STANDARDS COMMITTEE<br />

MILSON <strong>STRUCTURAL</strong> <strong>PANEL</strong> <strong>FASTENERS</strong><br />

B C E G<br />

SIZE<br />

+ . 00<br />

4<br />

-.<br />

00<br />

0<br />

M IN.<br />

D IA<br />

.<br />

+ . 01<br />

0<br />

-.<br />

00<br />

0<br />

-4. 25<br />

0 . 03<br />

2 . 35<br />

8 . 45<br />

0<br />

-5. 31<br />

2 . 03<br />

4 . 44<br />

1 . 53<br />

7<br />

-6. 37<br />

5 . 03<br />

5 . 52<br />

3 .<br />

62<br />

5<br />

TITLE<br />

MILSON<br />

INSTALLATION INFORMATION<br />

723<br />

PREPARATION INFORMATION<br />

DRILL <strong>PANEL</strong> & SUBSTRUCTURE FOR<br />

DIAMETER OF SLEEVE BOLT SELECTED.<br />

COUNTERSINK <strong>PANEL</strong> WHEN USING<br />

FLUSH HEAD SLEEVE BOLTS.<br />

COUNTERBORE <strong>PANEL</strong> AT FAYING SURFACE<br />

FOR RETAINER RING TO PROPER DEPTH &<br />

REMOVE BURRS TO INSURE PROPER OPERA-<br />

TION. COUNTERBORE SUBSTRUCTURE ONLY<br />

WHEN IMPRACTICAL TO COUNTERBORE<br />

<strong>PANEL</strong>.<br />

MOUNT RECEPTACLE OVER HOLE ON<br />

UNDERSIDE OF STRUCTURE.<br />

1<br />

2<br />

3<br />

DRAWING NUMBER<br />

1900<br />

Sheet 8 of 15<br />

APPROVAL DATE REVISION (1) 2/4/81


DIM’S IN INCHES - TOLERANCE ±.010 UNLESS OTHERWISE NOTED: PROCUREMENT SPECIFICATION ESCMPF 19000<br />

E.S.C.M.P.F.<br />

ENGINEERING STANDARDS COMMITTEE<br />

FOR MILSON <strong>PANEL</strong> <strong>FASTENERS</strong><br />

2701 S. HARBOR BLVD.<br />

SANTA ANA, CALIFORNIA<br />

ENGINEERING STANDARDS COMMITTEE<br />

MILSON <strong>STRUCTURAL</strong> <strong>PANEL</strong> <strong>FASTENERS</strong><br />

RE<br />

C EP<br />

TA<br />

C LE<br />

AS<br />

SY.<br />

NO.<br />

FIR<br />

ST<br />

D AS<br />

H<br />

NUM<br />

BE<br />

R<br />

TOO<br />

L<br />

PA<br />

RT<br />

NUM<br />

BE<br />

R<br />

-4NR-2 -5NR-1 -6NR-3 -4NST125-4 -5NST125-5 -6NST125-6 STEP 1.<br />

INSERT REMOVAL TOOL, WITH DOWNWARD<br />

PRESSURE, BETWEEN RECEPTACLE BARREL<br />

ASS’Y. AND SHELL AS SHOWN. LEAN AGAINST<br />

BARREL ASSY. TO INSURE ENGAGEMENT.<br />

TITLE<br />

INSTALLATION & REMOVAL TOOLS<br />

AND PROCEDURES<br />

MILSON RECEPTACLE BARREL ASSY.<br />

724<br />

STEP 2.<br />

MAINTAIN DOWNWARD PRESSURE.<br />

BARREL ASS’Y. WILL SNAP OUT<br />

EASILY WITH A SIMPLE PRYING<br />

MOTION.<br />

STEP 3.<br />

INSTAL NEW BARREL ASS’Y. BY INSERTING ONE<br />

LUG IN SHELL AND STRIKING THE OPPOSITE LUG<br />

WITH A SCREW DRIVER AS ILLUSTRATED, OR INSERT<br />

BARREL ASS’Y. INTO NST-125 TOOL, ENGAGE ONE<br />

LUG IN SHELL AND ROCK TOO UNTIL BARREL<br />

ASS’Y. SNAPS INTO PLACE.<br />

DRAWING NUMBER<br />

1900<br />

Sheet 9 of 15<br />

APPROVAL DATE REVISION (1) 2/4/81


DIM’S IN INCHES - TOLERANCE ±.010 UNLESS OTHERWISE NOTED:<br />

E.S.C.M.P.F.<br />

ENGINEERING STANDARDS COMMITTEE<br />

FOR MILSON <strong>PANEL</strong> <strong>FASTENERS</strong><br />

2701 S. HARBOR BLVD.<br />

SANTA ANA, CALIFORNIA<br />

ENGINEERING STANDARDS COMMITTEE<br />

MILSON <strong>STRUCTURAL</strong> <strong>PANEL</strong> <strong>FASTENERS</strong><br />

PA<br />

RT<br />

NUM<br />

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6 . 68<br />

5 . 17<br />

8 . 18<br />

6 . 07<br />

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20<br />

. 311<br />

0<br />

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6 . 41<br />

0 1. 18<br />

5 . 75<br />

5 . 21<br />

3 . 19<br />

8 . 10<br />

0<br />

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. 37<br />

35<br />

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7 . 51<br />

0 1. 34<br />

1 . 82<br />

0 . 27<br />

8 . 26<br />

3 .<br />

07<br />

5<br />

MATERIAL: CARBON STEEL<br />

FINISH: NONE<br />

NOTES: (1) NST-120 SUPERCEDES NST-115.<br />

TITLE<br />

MILSON SLEEVEBOLT INSTALLATION<br />

AND REMOVAL TOOL<br />

NST - 120<br />

725<br />

DRAWING NUMBER<br />

1900<br />

Sheet 10 of 15<br />

APPROVAL DATE REVISION (1) 2/4/81


DIM’S IN INCHES - TOLERANCE ±.010 UNLESS OTHERWISE NOTED:<br />

E.S.C.M.P.F.<br />

ENGINEERING STANDARDS COMMITTEE<br />

FOR MILSON <strong>PANEL</strong> <strong>FASTENERS</strong><br />

2701 S. HARBOR BLVD.<br />

SANTA ANA, CALIFORNIA<br />

ENGINEERING STANDARDS COMMITTEE<br />

MILSON <strong>STRUCTURAL</strong> <strong>PANEL</strong> <strong>FASTENERS</strong><br />

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7 -1 . 06<br />

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8 - . 34<br />

9 . 18<br />

8 - . 25<br />

0 -2 . 12<br />

5<br />

. 35<br />

0 - . 41<br />

2 . 25<br />

1 - . 31<br />

2 -3 . 18<br />

7<br />

. 41<br />

3 - . 47<br />

4 . 31<br />

3 - . 37<br />

5 -4 . 25<br />

0<br />

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5 - . 53<br />

7 . 37<br />

6 - . 43<br />

7 -5 . 31<br />

2<br />

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8 - . 59<br />

9 . 43<br />

8 - . 50<br />

0 -6 . 37<br />

5<br />

. 60<br />

0 - . 66<br />

2 . 50<br />

1 - . 56<br />

2 -7 . 43<br />

7<br />

. 66<br />

3 - . 72<br />

4 . 56<br />

3 - . 62<br />

5 -8 . 50<br />

0<br />

. 72<br />

5 - . 78<br />

7 . 62<br />

6 - . 68<br />

7 -9 . 56<br />

2<br />

. 78<br />

8 - . 84<br />

9 . 68<br />

8 - . 75<br />

0 -10 . 62<br />

5<br />

. 85<br />

0 - . 91<br />

2 . 75<br />

1 - . 81<br />

2 -11 . 68<br />

7<br />

. 91<br />

3 - . 97<br />

4 . 81<br />

3 - . 87<br />

5 -12 . 75<br />

0<br />

. 97<br />

5 - 1.<br />

03<br />

7 . 87<br />

6 - . 93<br />

7 -13 . 81<br />

2<br />

1. 03<br />

8 - 1.<br />

09<br />

9 . 93<br />

8 - 1.<br />

00<br />

0 -14 . 87<br />

5<br />

1. 10<br />

0 - 1.<br />

16<br />

2 1. 00<br />

1 - 1.<br />

06<br />

2 -15 . 93<br />

7<br />

1. 16<br />

3 - 1.<br />

22<br />

4 1. 06<br />

3 - 1.<br />

12<br />

5 -16 1.<br />

00<br />

0<br />

1. 22<br />

5 - 1.<br />

28<br />

7 1. 12<br />

6 - 1.<br />

18<br />

7 -17 1.<br />

06<br />

2<br />

1. 28<br />

8 - 1.<br />

34<br />

9 1. 18<br />

8 - 1.<br />

25<br />

0 -18 1.<br />

12<br />

5<br />

TITLE<br />

MILSON -4 RECEPTACLE<br />

DASH NO. SELECTION TABLE<br />

726<br />

* BELOW MOUNTING SURFACE.<br />

NOTES:<br />

[1] WHEN ‘N’ & ‘M’ DO NOT COORDINATE ON ABOVE TABLE USE -1 FOR ‘H’.<br />

EXAMPLE: N=6, M=1.00; THEN H=.1 FOR 1950-4, 1955-4, AND 1960-4,<br />

FOR 1970-4 AND 1980-4 USE -2 FOR ‘H’<br />

[2] DASH NO. SEQUENCE FOR RECEPTACLE ASSY. IS AS FOLLOWS: (1950-5-H-E).<br />

[3] SEE EXAMPLE SHEET 2 OF DRAWING 1900.<br />

[4] DIM. IS HEIGHT OF STUD HEAD. NO BARREL IS USED ON THIS DASH NUMBER.<br />

[5] FOR 1970-4 & 1980-4 ‘H’ SHALL NOT EXCEED 9.<br />

DRAWING NUMBER<br />

1900<br />

Sheet 11 of 15<br />

APPROVAL DATE 11/16/59 REVISION REDRAWN 10/4/66 (1) 2/4/81


DIM’S IN INCHES - TOLERANCE ±.010 UNLESS OTHERWISE NOTED:<br />

E.S.C.M.P.F.<br />

ENGINEERING STANDARDS COMMITTEE<br />

FOR MILSON <strong>PANEL</strong> <strong>FASTENERS</strong><br />

2701 S. HARBOR BLVD.<br />

SANTA ANA, CALIFORNIA<br />

ENGINEERING STANDARDS COMMITTEE<br />

MILSON <strong>STRUCTURAL</strong> <strong>PANEL</strong> <strong>FASTENERS</strong><br />

SE<br />

LE<br />

C TION<br />

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5 - . 32<br />

7 . 12<br />

6 - . 18<br />

7 -1 . 06<br />

2<br />

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8 - . 38<br />

9 . 18<br />

8 - . 25<br />

0 -2 . 12<br />

5<br />

. 39<br />

0 - . 45<br />

2 . 25<br />

1 - . 31<br />

2 -3 . 18<br />

7<br />

. 45<br />

3 - . 51<br />

4 . 31<br />

3 - . 37<br />

5 -4 . 25<br />

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5 - . 57<br />

7 . 37<br />

6 - . 43<br />

7 -5 . 31<br />

2<br />

. 57<br />

8 - . 63<br />

9 . 43<br />

8 - . 50<br />

0 -6 . 37<br />

5<br />

. 64<br />

0 - . 70<br />

2 . 50<br />

1 - . 56<br />

2 -7 . 43<br />

7<br />

. 70<br />

3 - . 76<br />

4 . 56<br />

3 - . 62<br />

5 -8 . 50<br />

0<br />

. 76<br />

5 - . 82<br />

7 . 62<br />

6 - . 68<br />

7 -9 . 56<br />

2<br />

. 82<br />

8 - . 88<br />

9 . 68<br />

8 - . 75<br />

0 -10 . 62<br />

5<br />

. 89<br />

0 - . 95<br />

2 . 75<br />

1 - . 81<br />

2 -11 . 68<br />

6<br />

. 95<br />

3 - 1.<br />

01<br />

4 . 81<br />

3 - . 87<br />

5 -12 . 75<br />

0<br />

1. 01<br />

5 - 1.<br />

07<br />

7 . 87<br />

6 - . 93<br />

7 -13 . 81<br />

2<br />

1. 07<br />

8 - 1.<br />

13<br />

9 . 93<br />

8 - 1.<br />

00<br />

0 -14 . 87<br />

5<br />

1. 14<br />

0 - 1.<br />

20<br />

2 1. 00<br />

1 - 1.<br />

06<br />

2 -15 . 93<br />

7<br />

1. 20<br />

3 - 1.<br />

26<br />

4 1. 06<br />

3 - 1.<br />

12<br />

5 -16 1.<br />

00<br />

0<br />

1. 26<br />

5-<br />

1.<br />

32<br />

7 1. 12<br />

6 - 1.<br />

18<br />

7 -17 1.<br />

06<br />

2<br />

1. 32<br />

8 - 1.<br />

38<br />

9 1. 18<br />

8 - 1.<br />

25<br />

0 -18 1.<br />

12<br />

5<br />

TITLE<br />

MILSON -5 RECEPTACLE<br />

DASH NO. SELECTION TABLE<br />

727<br />

* BELOW MOUNTING SURFACE.<br />

NOTES:<br />

[1] WHEN ‘N’ & ‘M’ COMBINATION D O NOT COORDINATE ON ABOVE TABLE<br />

USE -1 FOR ‘H’. EXAMPLE: ‘N’ = 9, ‘M’ = 1.250; THEN ‘H’ = .1 FOR 1950-5,<br />

1955-5, AND 1960-5, FOR 1970-5 AND 1980-5 USE -2.<br />

[2] DASH NO. SEQUENCE FOR RECEPTACLE ASSY. IS AS FOLLOWS: (1950S-5-H-E).<br />

[3] SEE SAMPLE SHEET 2 DRAWING 1900.<br />

[ 4 ] D I M ENSION I S HEIGHT OF STUD HEAD. NO BARREL IS USED ON THIS DASH NO.<br />

[5] FOR 1970-5 & 1980-5 ‘H’ SHALL NOT EXCEED -8.<br />

DRAWING NUMBER<br />

1900<br />

Sheet 12 of 15<br />

APPROVAL DATE 11/16/59 REVISION 6 REDRAWN 10/26/66 (7) 2/4/81


DIM’S IN INCHES - TOLERANCE ±.010 UNLESS OTHERWISE NOTED:<br />

E.S.C.M.P.F.<br />

ENGINEERING STANDARDS COMMITTEE<br />

FOR MILSON <strong>PANEL</strong> <strong>FASTENERS</strong><br />

2701 S. HARBOR BLVD.<br />

SANTA ANA, CALIFORNIA<br />

ENGINEERING STANDARDS COMMITTEE<br />

MILSON <strong>STRUCTURAL</strong> <strong>PANEL</strong> <strong>FASTENERS</strong><br />

SE<br />

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C TION<br />

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6 . 12<br />

6 - . 18<br />

7 -1 . 06<br />

2<br />

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7 - . 41<br />

8 . 18<br />

8 - . 25<br />

0 -2 . 12<br />

5<br />

. 41<br />

9 - . 48<br />

1 . 25<br />

1 - . 31<br />

2 -3 . 18<br />

7<br />

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2 - . 54<br />

3 . 31<br />

3 - . 37<br />

5 -4 . 25<br />

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4 - . 60<br />

6 . 37<br />

6 - . 43<br />

7 -5 . 31<br />

2<br />

. 60<br />

7 - . 66<br />

8 . 43<br />

8 - . 50<br />

0 -6 . 37<br />

5<br />

. 66<br />

9 - . 73<br />

1 . 50<br />

1 - . 56<br />

2 -7 . 43<br />

7<br />

. 73<br />

2 - . 79<br />

3 . 56<br />

3 - . 62<br />

5 -8 . 50<br />

0<br />

. 79<br />

4 - . 85<br />

6 . 62<br />

6 - . 68<br />

7 -9 . 56<br />

2<br />

. 85<br />

7 - . 91<br />

8 . 68<br />

8 - . 75<br />

0 -10 . 62<br />

5<br />

. 91<br />

9 - . 98<br />

1 . 75<br />

1 - . 81<br />

2 -11 . 68<br />

7<br />

. 98<br />

2 - 1.<br />

04<br />

3 . 81<br />

3 - . 87<br />

5 -12 . 75<br />

0<br />

1. 04<br />

4 - 1.<br />

10<br />

6 . 87<br />

6 - . 93<br />

7 -13 . 81<br />

2<br />

1. 10<br />

7 - 1.<br />

16<br />

8 . 93<br />

8 - 1.<br />

00<br />

0 -14 . 87<br />

5<br />

1. 16<br />

9 - 1.<br />

23<br />

1 1. 00<br />

1 - 1.<br />

06<br />

2 -15 . 93<br />

7<br />

1. 23<br />

2 - 1.<br />

29<br />

3 1. 06<br />

3 - 1.<br />

12<br />

5 -16 1.<br />

00<br />

0<br />

1. 29<br />

4 - 1.<br />

35<br />

6 1. 12<br />

6 - 1.<br />

18<br />

7 -17 1.<br />

06<br />

2<br />

1. 35<br />

7 - 1.<br />

41<br />

8 1. 18<br />

8 - 1.<br />

25<br />

0 -18 1.<br />

12<br />

5<br />

TITLE<br />

MILSON 6 RECEPTACLE<br />

DASH NO. SELECTION TABLE<br />

728<br />

* BELOW MOUNTING SURFACE.<br />

NOTES:<br />

[1] WHEN ‘N’ & ‘M’ COMBINATIONS DO NOT COORDINATE ON ABOVE TABLE USE<br />

-1 FOR ‘H’. EXAMPLE: N=9, M=1,500; THEN H = .1 FOR 1950-6, 1955-6, & 1960-6,<br />

FOR 1970-6 OR 1980-6 RECEPTACLES USE -2.<br />

[2] FOR 1970-6 OR 1980-6 RECEPTACLE ASSYS. ‘H’ SHALL NOT EXCEED -10.<br />

[3] DASH NUMBER SEQUENCE FOR RECEPTACLE ASSY. IS AS FOLLOWS: (1950-6-H-E).<br />

[4] SEE EXAMPLE, SHEET 2 DRAWING 1900.<br />

[5] DIMENSION IS HEIGHT OF STUD HEAD. NO BARREL IS USED ON THIS DASH<br />

NUMBER.<br />

DRAWING NUMBER<br />

1900<br />

Sheet 13 of 15<br />

APPROVAL DATE 11/16/59 REVISION 7 REDRAWN 10/26/66 (8) 2/4/81


DIM’S IN INCHES - TOLERANCE ±.010 UNLESS OTHERWISE NOTED:<br />

E.S.C.M.P.F.<br />

ENGINEERING STANDARDS COMMITTEE<br />

FOR MILSON <strong>PANEL</strong> <strong>FASTENERS</strong><br />

2701 S. HARBOR BLVD.<br />

SANTA ANA, CALIFORNIA<br />

ENGINEERING STANDARDS COMMITTEE<br />

MILSON <strong>STRUCTURAL</strong> <strong>PANEL</strong> <strong>FASTENERS</strong><br />

APPROXIMATE WEIGHT PER 100<br />

E<br />

STUD<br />

H B A R R E L H E I G H T<br />

PRO-<br />

TRUSION<br />

-1-2 -3 -4 -5 -6 -7 -8 -09 -10 -11 -12<br />

-03 2. 11<br />

2. 20<br />

2.<br />

37<br />

-02 2. 05<br />

2. 17<br />

2. 27<br />

2.<br />

43<br />

-01 1. 98<br />

2. 11<br />

2. 24<br />

2. 33<br />

2.<br />

50<br />

-0 1. 92<br />

2. 05<br />

2. 18<br />

2. 31<br />

2. 40<br />

2.<br />

56<br />

-1 1. 86<br />

1. 99<br />

2. 11<br />

2. 24<br />

2. 37<br />

2. 46<br />

2.<br />

63<br />

-2 1. 83<br />

1. 92<br />

2. 05<br />

2. 18<br />

2. 31<br />

2. 44<br />

2. 53<br />

2.<br />

70<br />

-31. 77<br />

1. 90<br />

1. 99<br />

2. 12<br />

2. 25<br />

2. 38<br />

2. 50<br />

2. 60<br />

2.<br />

76<br />

-41. 70<br />

1. 83<br />

1. 97<br />

2. 05<br />

2. 18<br />

2. 31<br />

2. 44<br />

2. 57<br />

2. 66<br />

2.<br />

83<br />

-51. 63<br />

1. 76<br />

1. 90<br />

2. 03<br />

2. 12<br />

2. 25<br />

2. 38<br />

2. 51<br />

2. 64<br />

2. 73<br />

2.<br />

89<br />

-61. 35<br />

1. 70<br />

1. 83<br />

1. 96<br />

2. 10<br />

2. 19<br />

2. 32<br />

2. 44<br />

2. 57<br />

2. 70<br />

2. 79<br />

2.<br />

96<br />

-71. 41<br />

1. 76<br />

1. 90<br />

2. 03<br />

2. 16<br />

2. 25<br />

2. 38<br />

2. 51<br />

2. 64<br />

2. 77<br />

2. 86<br />

3.<br />

03<br />

-81. 48<br />

1. 83<br />

1. 96<br />

2. 10<br />

2. 23<br />

2. 32<br />

2. 45<br />

2. 58<br />

2. 71<br />

2. 83<br />

2. 93<br />

3.<br />

09<br />

-91. 55<br />

1. 90<br />

2. 03<br />

2. 16<br />

2. 30<br />

2. 38<br />

2. 51<br />

2. 64<br />

2. 77<br />

2. 90<br />

2. 99<br />

3.<br />

16<br />

101. 61<br />

1. 96<br />

2. 09<br />

2. 23<br />

2. 36<br />

2. 45<br />

2. 58<br />

2. 71<br />

2. 83<br />

2. 97<br />

3. 06<br />

3.<br />

22<br />

-111. 68<br />

2. 03<br />

2. 16<br />

2. 29<br />

2. 43<br />

2. 52<br />

2. 65<br />

2. 77<br />

2. 90<br />

3. 03<br />

3. 12<br />

3.<br />

29<br />

-121. 74<br />

2. 09<br />

2. 23<br />

2. 36<br />

2. 49<br />

2. 58<br />

2. 71<br />

2. 84<br />

2. 97<br />

3. 10<br />

3. 19<br />

3.<br />

36<br />

-131. 81<br />

2. 16<br />

2. 29<br />

2. 43<br />

2. 56<br />

2. 65<br />

2. 78<br />

2. 91<br />

3. 04<br />

3. 16<br />

3. 26<br />

3.<br />

42<br />

-141. 88<br />

2. 23<br />

2. 36<br />

2. 49<br />

2. 63<br />

2. 71<br />

2. 84<br />

2. 97<br />

3. 10<br />

3. 23<br />

3. 32<br />

3.<br />

49<br />

-151. 94<br />

2. 29<br />

2. 42<br />

2. 56<br />

2. 69<br />

2. 78<br />

2. 91<br />

3. 04<br />

3. 17<br />

3. 30<br />

3. 39<br />

3.<br />

55<br />

-162. 01<br />

2. 35<br />

2. 49<br />

2. 52<br />

2. 76<br />

2. 85<br />

2. 98<br />

3. 10<br />

3. 23<br />

3. 36<br />

3. 45<br />

3.<br />

62<br />

-172. 07<br />

2. 42<br />

2. 56<br />

2. 69<br />

2. 82<br />

2. 91<br />

3. 04<br />

3. 17<br />

3. 30<br />

3. 43<br />

3. 52<br />

3.<br />

69<br />

-182. 14<br />

2. 49<br />

2. 62<br />

2. 76<br />

2. 89<br />

2. 98<br />

3. 11<br />

3. 24<br />

3. 37<br />

3. 49<br />

3. 59<br />

3.<br />

75<br />

PA<br />

RT<br />

NU<br />

M B E R<br />

C OR<br />

RE<br />

C TIO<br />

N<br />

FA<br />

C TO<br />

R<br />

PA<br />

RT<br />

NU<br />

M B E R<br />

C OR<br />

RE<br />

C TIO<br />

N<br />

FA<br />

C TO<br />

R<br />

PA<br />

RT<br />

NU<br />

M B E R<br />

C OR<br />

RE<br />

C TIO<br />

N<br />

FA<br />

C TO<br />

R<br />

1950-4-H-E-1. 17<br />

19 50<br />

-5<br />

-H-<br />

E<br />

-. 57<br />

1950-6-H-E 0<br />

1950S-4-H-E-1. 17<br />

1950S-5-H-E -. 57<br />

1950S-6-H-E 0<br />

1950SS-4-H-E-1. 17<br />

1950SS-5-H-E -. 57<br />

1950SS-6-H-E 0<br />

195012-4-H-E-1. 17<br />

195012-5-H-E -. 57<br />

195012-6-H-E 0<br />

1955-4-H-E-1. 17<br />

1955-5-H-E -. 66<br />

1955-6-H-E -.<br />

09<br />

1955S-4-H-E-1. 17<br />

1955S-5-H-E -. 66<br />

1955S-6-H-E -.<br />

09<br />

1955SS-4-H-E-1. 17<br />

1955SS-5-H-E -. 66<br />

1955SS-6-H-E -.<br />

09<br />

195512-4-H-E-1. 17<br />

195512-5-H-E -. 66<br />

195512-6-H-E -.<br />

09<br />

1960-4-H-E-1. 13<br />

1960-5-H-E -. 71<br />

1960— 6-<br />

H-E<br />

+ . 09<br />

1960S-4-H-E-1. 13<br />

1960S-5-H-E -. 71<br />

1960S-6-H-E + . 09<br />

1960SS-4-H-E-1. 13<br />

1960SS-5-H-E -. 71<br />

1960SS-6-H-E + . 09<br />

196012-4-H-E-1. 13<br />

196012-5-H-E -. 71<br />

196012-6-H-E + . 09<br />

TO DETERMINE WEIGHT PER 100 PCS., COORDINATE H AND E DASH NUMBERS AND ADD OR SUBTRACT<br />

CORRECTION FACTOR FOR RESPECTIVE PART NUMBER.<br />

❚<br />

❚<br />

➡<br />

EXAMPLE: PART NO. 1950-5-9-2 = 2.31 LBS. PER 100 PC’S.<br />

CORRECTION FACTOR = -.57<br />

ACTUAL WEIGHT 1.74 LBS. PER 100 PCS.<br />

TITLE<br />

MILSON STANDARD<br />

RECEPTACLE WEIGHT TABLE<br />

729<br />

PROCUREMENT SPECIFICATION ESCMPF 1900<br />

DRAWING NUMBER<br />

1900<br />

Sheet 14 of 15<br />

APPROVAL DATE REVISION (1) 2/4/81


E<br />

STUD<br />

PRO-<br />

TRUSION<br />

DIM’S IN INCHES - TOLERANCE ±.010 UNLESS OTHERWISE NOTED:<br />

E.S.C.M.P.F.<br />

ENGINEERING STANDARDS COMMITTEE<br />

FOR MILSON <strong>PANEL</strong> <strong>FASTENERS</strong><br />

2701 S. HARBOR BLVD.<br />

SANTA ANA, CALIFORNIA<br />

ENGINEERING STANDARDS COMMITTEE<br />

MILSON <strong>STRUCTURAL</strong> <strong>PANEL</strong> <strong>FASTENERS</strong><br />

H<br />

B A R R E L<br />

TITLE<br />

MILSON SELF SEALING<br />

RECEPTACLE WEIGHT TABLE<br />

730<br />

H E I G H T<br />

-1-2 3- -4 -5 -6 -7 -8 -9 -10 -11 -12<br />

-03 3. 02<br />

3. 15<br />

3.<br />

24<br />

-02 2. 96<br />

3. 09<br />

3. 22<br />

3.<br />

31<br />

-01 2. 90<br />

3. 02<br />

3. 15<br />

3. 28<br />

3.<br />

37<br />

-0 2. 83<br />

2. 96<br />

3. 09<br />

3. 22<br />

3. 35<br />

3.<br />

44<br />

-12. 81<br />

2. 90<br />

3. 03<br />

3. 16<br />

3. 29<br />

3. 41<br />

3.<br />

51<br />

-22. 74<br />

2. 88<br />

2. 96<br />

3. 09<br />

3. 22<br />

3. 35<br />

3. 48<br />

3.<br />

57<br />

-32. 67<br />

2. 81<br />

2. 94<br />

3. 03<br />

3. 16<br />

3. 29<br />

3. 42<br />

3. 55<br />

3.<br />

64<br />

-42. 61<br />

2. 74<br />

2. 87<br />

3. 01<br />

3. 10<br />

3. 22<br />

3. 35<br />

3. 48<br />

3. 61<br />

3.<br />

70<br />

-52. 30<br />

2. 30<br />

2. 67<br />

2. 81<br />

2. 94<br />

3. 07<br />

3. 16<br />

3. 29<br />

3. 42<br />

3. 55<br />

3. 68<br />

3.<br />

77<br />

-62. 37<br />

2. 37<br />

2. 74<br />

2. 87<br />

3. 01<br />

3. 14<br />

3. 23<br />

3. 36<br />

3. 49<br />

3. 62<br />

3. 74<br />

3.<br />

84<br />

-72. 43<br />

2. 43<br />

2. 81<br />

2. 94<br />

3. 07<br />

3. 21<br />

3. 29<br />

3. 42<br />

3. 55<br />

3. 68<br />

3. 81<br />

3.<br />

90<br />

-82. 50<br />

2. 50<br />

2. 87<br />

3. 00<br />

3. 14<br />

3. 27<br />

3. 36<br />

3. 49<br />

3. 62<br />

3. 75<br />

3. 88<br />

3.<br />

97<br />

-92. 56<br />

2. 50<br />

. 94<br />

3. 07<br />

3. 20<br />

3. 34<br />

3. 43<br />

3. 56<br />

3. 68<br />

3. 81<br />

3. 94<br />

4.<br />

03<br />

-102. 63<br />

2. 63<br />

3. 00<br />

3. 14<br />

3. 27<br />

3. 40<br />

3. 49<br />

3. 62<br />

3. 75<br />

3. 88<br />

4. 01<br />

4.<br />

10<br />

-112. 70<br />

2. 70<br />

3. 07<br />

3. 20<br />

3. 34<br />

3. 47<br />

3. 56<br />

3. 69<br />

3. 82<br />

3. 95<br />

4. 07<br />

4.<br />

17<br />

-122. 76<br />

2. 76<br />

3. 14<br />

3. 27<br />

3. 40<br />

3. 54<br />

3. 62<br />

3. 75<br />

3. 88<br />

4. 01<br />

4. 14<br />

4.<br />

23<br />

-132. 83<br />

2. 83<br />

3. 20<br />

3. 33<br />

3. 47<br />

3. 60<br />

3. 69<br />

3. 82<br />

3. 95<br />

4. 08<br />

4. 21<br />

4.<br />

30<br />

-142. 89<br />

2. 89<br />

3. 27<br />

3. 40<br />

3. 53<br />

3. 67<br />

3. 76<br />

3. 89<br />

4. 01<br />

4. 14<br />

4. 27<br />

4.<br />

36<br />

-152. 96<br />

2. 96<br />

3. 33<br />

3. 47<br />

3. 60<br />

3. 73<br />

3. 82<br />

3. 95<br />

4. 08<br />

4. 21<br />

4. 34<br />

4.<br />

43<br />

-163. 03<br />

3. 03<br />

3. 40<br />

3. 53<br />

3. 67<br />

3. 80<br />

3. 89<br />

4. 02<br />

4. 15<br />

4. 27<br />

4. 40<br />

4.<br />

50<br />

-173. 09<br />

3. 09<br />

3. 47<br />

3. 60<br />

3. 73<br />

3. 87<br />

3. 95<br />

4. 08<br />

4. 21<br />

4. 34<br />

4. 47<br />

4.<br />

56<br />

-183. 16<br />

3. 16<br />

3. 53<br />

3. 66<br />

3. 80<br />

3. 93<br />

4. 02<br />

4. 15<br />

4. 28<br />

4. 41<br />

4. 54<br />

4.<br />

63<br />

TO<br />

FIND<br />

ADD<br />

TO<br />

SUB<br />

FROM<br />

WEIGHT<br />

FOR<br />

1970-6<br />

1970-6<br />

THESE<br />

PART<br />

NOS.<br />

WEIGHTS<br />

WEIGHTS<br />

1980-6-H-E. 09<br />

1980-5-H-E. 71<br />

1970-5-H-E. 57<br />

1980-4-H-E1. 17<br />

1970-4-H-E1. 17<br />

1970-6 SERIES<br />

APPROXIMATE WEIGHT PER 100<br />

DRAWING NUMBER<br />

1900<br />

Sheet 15 of 15<br />

APPROVAL DATE REVISION (1) 2/4/81


ENGINEERING STANDARDS COMMITTEE<br />

MILSON <strong>STRUCTURAL</strong> <strong>PANEL</strong> <strong>FASTENERS</strong><br />

PART<br />

NUMBER<br />

1910<br />

1910S-4-(<br />

)<br />

1910SS<br />

1910<br />

1910S-5-(<br />

)<br />

1910SS<br />

1910<br />

1910S-6-(<br />

)<br />

1910SS<br />

D T A B C G H K U<br />

SHANK<br />

DIA.<br />

T H’<br />

D.<br />

D IA.<br />

M IN.<br />

— — R EF.<br />

— — R EF.<br />

— —<br />

. 2495<br />

. 2485<br />

. 3120<br />

. 3110<br />

. 3745<br />

. 3735<br />

8-32<br />

UNJC-3B<br />

10-32<br />

UNJF-3B<br />

1/<br />

4-28<br />

UNJF-3B<br />

. 325<br />

. 097<br />

. 055<br />

. 168<br />

. 157<br />

. 219<br />

. 045<br />

. 399<br />

. 130<br />

. 063<br />

. 192<br />

. 190<br />

. 272<br />

. 045<br />

. 503<br />

. 163<br />

. 093<br />

. 254<br />

. 220<br />

. 334<br />

. 055<br />

WEIGHTS GIVEN ARE PER HUNDRED PARTS<br />

N 1910-4 1910-5 1910-6<br />

N 1910-4 1910-5 1910-6<br />

D ASH<br />

NO.<br />

± . 010<br />

P WT. P WT. P WT.<br />

-2. 125<br />

. 486<br />

. 533<br />

— — — — — — — —<br />

-3. 187<br />

. 548<br />

. 590<br />

. 548<br />

. 671<br />

. 647<br />

1.<br />

047<br />

-4. 250<br />

. 611<br />

. 647<br />

. 611<br />

. 798<br />

. 710<br />

1.<br />

174<br />

-5. 312<br />

. 673<br />

. 704<br />

. 673<br />

. 925<br />

. 772<br />

1.<br />

301<br />

-6. 375<br />

. 736<br />

. 761<br />

. 736<br />

1. 052<br />

. 835<br />

1.<br />

428<br />

-7. 437<br />

. 798<br />

. 818<br />

. 798<br />

1. 179<br />

. 897<br />

1.<br />

555<br />

-8. 500<br />

. 861<br />

. 875<br />

. 861<br />

1. 306<br />

. 960<br />

1.<br />

682<br />

-9. 562<br />

. 923<br />

. 932<br />

. 923<br />

1. 433<br />

1. 022<br />

1.<br />

827<br />

-10. 625<br />

. 986<br />

. 989<br />

. 986<br />

1. 560<br />

1. 085<br />

1.<br />

936<br />

DIM’S IN INCHES - TOLERANCE ±.010 UNLESS OTHERWISE NOTED: PROCUREMENT SPECIFICATION ESCMPF 19000<br />

E.S.C.M.P.F.<br />

TITLE<br />

PART NUMBER<br />

ENGINEERING STANDARDS COMMITTEE<br />

FOR MILSON <strong>PANEL</strong> <strong>FASTENERS</strong><br />

2701 S. HARBOR BLVD.<br />

MILSON PAN HEAD, HEX DRIVE<br />

SLEEVE BOLT<br />

1 9 10-( )-( )<br />

SANTA ANA, CALIFORNIA<br />

Sheet 1 of 1<br />

731<br />

D ASH<br />

NO.<br />

± . 010<br />

P WT. P WT. P WT.<br />

-11. 687<br />

1. 048<br />

1. 046<br />

1. 048<br />

1. 687<br />

1. 147<br />

2.<br />

036<br />

-12. 750<br />

1. 111<br />

1. 103<br />

1. 111<br />

1. 814<br />

1. 210<br />

2.<br />

190<br />

-13. 812<br />

1. 173<br />

1. 160<br />

1. 173<br />

1. 941<br />

1. 272<br />

2.<br />

317<br />

-14. 875<br />

1. 236<br />

1. 217<br />

1. 236<br />

2. 068<br />

1. 335<br />

2.<br />

444<br />

-15. 937<br />

1. 298<br />

1. 274<br />

1. 293<br />

2. 195<br />

1. 397<br />

2.<br />

571<br />

-161. 000<br />

1. 361<br />

1. 331<br />

1. 361<br />

2. 322<br />

1. 460<br />

2.<br />

698<br />

-171. 062<br />

1. 423<br />

1. 388<br />

1. 423<br />

2. 449<br />

1. 522<br />

2.<br />

825<br />

-181. 125<br />

1. 486<br />

1. 445<br />

1. 486<br />

2. 576<br />

1. 585<br />

2.<br />

952<br />

NOTES 1 DIMENSIONS ARE BEFORE LOCKING DEVICE CLOSURE. 5 SUFFIX ‘K’ TO FIRST DASH NO. FOR<br />

2 AREA OF LOCKING DEVICE ELLIPTICALLY DISTORTED. IVD ALUMINUM COATING (1910SS-4K.( ))<br />

3 LUBRICANT: NO CODE - CARBOWAX, CETYL ALCOHOL, OR LAURIC ACID.<br />

“E” CODE ON CRES (1910SE) - MCLY DISULFIDE 450°F<br />

4 DASH NUMBER INDICATES GRIP LENGTH IN 1/16" INCREMENTS, LONGER LENGTHS SPECIFIED BY ADDITIONAL<br />

DASH NOS.


PART<br />

NUMBER<br />

1920<br />

1920S-4-(<br />

)<br />

920SS<br />

1920<br />

1920S-5-(<br />

)<br />

920SS<br />

1920<br />

1920S-6-(<br />

)<br />

1920SS<br />

ENGINEERING STANDARDS COMMITTEE<br />

MILSON <strong>STRUCTURAL</strong> <strong>PANEL</strong> <strong>FASTENERS</strong><br />

D T A B C G H K U V W Z<br />

SHANK<br />

DIA.<br />

TH’<br />

D.<br />

DIA. MAX<br />

M IN.<br />

— — R EF.<br />

— — REF.<br />

G AGE<br />

HT.<br />

MIN.<br />

G AGE<br />

DIA.<br />

— —<br />

. 2495<br />

. 2485<br />

. 3120<br />

. 3110<br />

. 3745<br />

. 3735<br />

8-32<br />

UNJC-3B<br />

10-32<br />

UNJF-3B<br />

1/<br />

4-28<br />

UNJF-3B<br />

N 1920-4 1920-5 1920-6<br />

D ASH<br />

NO.<br />

± . 010<br />

P WT. P WT. P WT.<br />

-2. 125<br />

. 486<br />

. 453<br />

-3. 187<br />

. 548<br />

. 510<br />

. 548<br />

. 530<br />

. 647<br />

. 962<br />

-4. 250<br />

. 611<br />

. 567<br />

. 611<br />

. 657<br />

. 710<br />

1.<br />

089<br />

-5. 312<br />

. 673<br />

. 624<br />

. 673<br />

. 784<br />

. 772<br />

1.<br />

216<br />

-6. 375<br />

. 736<br />

. 681<br />

. 736<br />

. 911<br />

. 835<br />

1.<br />

343<br />

-7. 437<br />

. 798<br />

. 738<br />

. 798<br />

1. 038<br />

. 897<br />

1.<br />

470<br />

-8. 500<br />

. 861<br />

. 795<br />

. 861<br />

1. 165<br />

. 960<br />

1.<br />

597<br />

-9. 562<br />

. 923<br />

. 852<br />

. 923<br />

1. 292<br />

1. 022<br />

1.<br />

742<br />

-10. 625<br />

. 986<br />

. 909<br />

. 986<br />

1. 419<br />

1. 085<br />

1.<br />

851<br />

. 358<br />

. 097<br />

. 055<br />

. 168<br />

. 158<br />

. 219<br />

. 441<br />

. 130<br />

. 063<br />

. 192<br />

. 189<br />

. 272<br />

. 520<br />

. 163<br />

. 093<br />

. 254<br />

. 220<br />

. 334<br />

WEIGHTS GIVEN ARE PER HUNDRED PARTS<br />

NOTES 1 DIMENSIONS ARE BEFORE LOCKING DEVICE CLOSURE.<br />

2 AREA OF LOCKING DEVICE ELLIPTICALLY DISTORTED.<br />

3 CLOSE TOLERANCE FLUSHNESS PER NAS STANDARDS.<br />

4 DIA. TO THEORETICAL SHARP EDGE.<br />

5 LUBRICANT: NO CODE CARBOWAX, CETYL ALCOHOL, OR LAURIC ACID<br />

“E” CODE ON CRES. (1920SE) MOLY DISULFIDE 450°F.<br />

6 DASH NUMBER INDICATES GRIP LENGTH IN ??? 16" INCREMENTS, LONGER LENGTHS SPECIFIED BY<br />

ADDITIONAL DASH NUMBERS.<br />

DIM’S IN INCHES - TOLERANCE ±.010 UNLESS OTHERWISE NOTED: PROCUREMENT SPECIFICATION ESCMPF 19000<br />

E.S.C.M.P.F.<br />

TITLE<br />

PART NUMBER<br />

ENGINEERING STANDARDS COMMITTEE<br />

FOR MILSON <strong>PANEL</strong> <strong>FASTENERS</strong><br />

2701 S. HARBOR BLVD.<br />

MILSON FLUSH HEAD, HEX DRIVE<br />

SLEEVE BOLT<br />

1920-( )-( )<br />

SANTA ANA, CALIFORNIA<br />

Sheet 1 of 1<br />

732<br />

. 0240<br />

. 0194<br />

. 0280<br />

. 0230<br />

. 0300<br />

0244<br />

. 320<br />

. 394<br />

. 486<br />

. 2993<br />

2991<br />

3731<br />

. 3729<br />

. 4475<br />

. 4473<br />

042<br />

. 051<br />

. 060<br />

N 1920-4 1920-5 1920-6<br />

D ASH<br />

NO.<br />

± . 010<br />

P WT. P WT. P WT.<br />

-11. 687<br />

1. 048<br />

. 966<br />

1. 048<br />

1. 546<br />

1. 147<br />

1.<br />

978<br />

-12. 750<br />

1. 111<br />

1. 023<br />

1. 111<br />

1. 673<br />

1. 210<br />

2.<br />

105<br />

-13. 812<br />

1. 173<br />

1. 080<br />

1. 173<br />

1. 800<br />

1. 272<br />

2.<br />

232<br />

-14. 875<br />

1. 236<br />

1. 137<br />

1. 236<br />

1. 927<br />

1. 335<br />

2.<br />

359<br />

-15. 937<br />

1. 298<br />

1. 194<br />

1. 298<br />

2. 054<br />

1. 397<br />

2.<br />

486<br />

-161. 000<br />

1. 361<br />

1. 251<br />

1. 361<br />

2. 181<br />

1. 460<br />

2.<br />

613<br />

-171. 062<br />

1. 423<br />

1. 308<br />

1. 423<br />

2. 308<br />

1. 522<br />

2.<br />

740<br />

-181. 125<br />

1. 486<br />

1. 365<br />

1. 486<br />

2. 435<br />

1. 585<br />

2.<br />

867<br />

11


➃<br />

ENGINEERING STANDARDS COMMITTEE<br />

MILSON <strong>STRUCTURAL</strong> <strong>PANEL</strong> <strong>FASTENERS</strong><br />

PART<br />

NUMBER<br />

FOR CONVENIENCE OF<br />

INSTALLATION, 1943<br />

SERIES RETAINER RINGS<br />

ARE MOUNTED ON NST-199<br />

DISPOSABLE INSTALLATION<br />

TOOL, 50 PER TOOL.<br />

SHANK<br />

DIA.<br />

A<br />

B<br />

± . 020<br />

± . 0002<br />

C<br />

REF.<br />

D<br />

± . 0035<br />

DIM’S IN INCHES - TOLERANCE ±.010 UNLESS OTHERWISE NOTED: PROCUREMENT SPECIFICATION ESCMPF 19000<br />

E.S.C.M.P.F.<br />

ENGINEERING STANDARDS COMMITTEE<br />

FOR MILSON <strong>PANEL</strong> <strong>FASTENERS</strong><br />

2701 S. HARBOR BLVD.<br />

TITLE<br />

MILSON RETAINING RING<br />

PART NUMBER<br />

1943-( )<br />

SANTA ANA, CALIFORNIA<br />

Sheet 1 of 1<br />

733<br />

M<br />

MAX.<br />

APPROX.<br />

WEIGHT<br />

PER<br />

100<br />

TOOL<br />

COLOR<br />

CODE<br />

1943-41/ 4 . 350<br />

. 1925<br />

. 410<br />

. 2085<br />

. 028<br />

. 016<br />

YELLOW<br />

1943-55/ 16<br />

. 406<br />

. 2185<br />

. 515<br />

. 2285<br />

. 029<br />

. 022<br />

BLUE<br />

1943-63/ 8 . 500<br />

. 2815<br />

. 610<br />

. 3015<br />

. 030<br />

. 031<br />

RED<br />

MATERIAL.... Elgiloy or equivalent.<br />

FINISH...... None.<br />

TEMP........ 700°F.<br />

NOTES:<br />

(1) The 1943-6 retaining ring has 8 nodes in lieu of 7 nodes.<br />

(2) This retaining ring obsoletes and supersedes the 1940 and<br />

194 ring design.


BASIC<br />

PART<br />

NUMBER<br />

1950<br />

1950S<br />

-4<br />

1950SS<br />

1950<br />

1950S<br />

-5<br />

1950SS<br />

1950<br />

1950S<br />

-6<br />

1950SS<br />

NOTES<br />

ENGINEERING STANDARDS COMMITTEE<br />

MILSON <strong>STRUCTURAL</strong> <strong>PANEL</strong> <strong>FASTENERS</strong><br />

T A B E F G H J K M R<br />

SEE<br />

SEE<br />

± . 005<br />

T H’<br />

D.<br />

M AX.<br />

MAX.<br />

R EF.<br />

REF.<br />

± . 002<br />

PAGE<br />

PAGE<br />

. 000<br />

R-32<br />

UNJC-3A<br />

10-32<br />

UNJF-3A<br />

1/<br />

4-28<br />

UNJF-3A<br />

DIM’S IN INCHES - TOLERANCE ±.010 UNLESS OTHERWISE NOTED: PROCUREMENT SPECIFICATION ESCMPF 19000<br />

E.S.C.M.P.F.<br />

TITLE<br />

PART NUMBER<br />

ENGINEERING STANDARDS COMMITTEE<br />

FOR MILSON <strong>PANEL</strong> <strong>FASTENERS</strong><br />

2701 S. HARBOR BLVD.<br />

MILSON STANDARD TWO LUG<br />

RECEPTACLE ASSY.<br />

1950-( )-( )-( )<br />

SANTA ANA, CALIFORNIA<br />

Sheet 1 of 1<br />

734<br />

RADIAL FLOAT STK. ± . 005<br />

MIN.<br />

1. 012<br />

. 410<br />

11 . 306<br />

. 045<br />

11 . 750<br />

. 098<br />

. 020<br />

. 125<br />

. 025<br />

1. 140<br />

. 500<br />

12 . 360<br />

. 063<br />

12 . 875<br />

. 098<br />

. 025<br />

. 125<br />

. 030<br />

1. 295<br />

. 600<br />

13 . 430<br />

. 094<br />

13 1. 000<br />

. 130<br />

. 025<br />

. 140<br />

. 030<br />

1 COMPLETE PART NUMBER & (“T” OR “C”, SS CODE ONLY) AND MANUFACTURING SYMBOL STAMPED ON<br />

BARREL-LOCATION OPTIONAL.<br />

2 RECEPTACLE SUB ASSY MAY BE READILY REMOVED WHEN REQUIRED BY USE OF NUT REMOVAL TOOLS.<br />

FOR 1950-4 USE NR-2, FOR 1950-5 USE NR-1, FOR 1950-6 USE NR-3 REMOVAL TOOLS.<br />

3 REPLACEMENT RECEPTACLE SUB ASSY MAY BE ORDERED BY ADDING ‘A’ BEFORE LAST DASH NUMBER.<br />

EXAMPLE: 1950S-6-9-A2.<br />

4 REFER TO SHEET 14 OF DRAWING 1900 FOR WEIGHTS.<br />

5 NO BARREL IS USED ON RECEPTACLES WITH 2ND DASH NO. OF -1.<br />

6 REFER TO DRAWING 1900, SHEETS 11 - 13 FOR SELECTION OF 2ND AND 3RD DASH NUMBERS.<br />

7 SUFFIX “K’ TO 1ST DASH NO. TO INDICATE IVD ALUMINUM COATING ON RETAINER.


BASIC<br />

PART<br />

NUMBER<br />

1955<br />

1955S<br />

1955SS<br />

1955<br />

1955S<br />

1955SS<br />

1955<br />

1955S<br />

1955SS<br />

-4<br />

-5<br />

-6<br />

DIM’S IN INCHES - TOLERANCE ±.010 UNLESS OTHERWISE NOTED: PROCUREMENT SPECIFICATION ESCMPF 19000<br />

E.S.C.M.P.F.<br />

ENGINEERING STANDARDS COMMITTEE<br />

FOR MILSON <strong>PANEL</strong> <strong>FASTENERS</strong><br />

2701 S. HARBOR BLVD.<br />

SANTA ANA, CALIFORNIA<br />

ENGINEERING STANDARDS COMMITTEE<br />

MILSON <strong>STRUCTURAL</strong> <strong>PANEL</strong> <strong>FASTENERS</strong><br />

T A B E F G H J K M R<br />

T H’<br />

D.<br />

’ M AX.<br />

MAX.<br />

8-32<br />

UNJC-3A<br />

10-32<br />

UNJF-3A<br />

1/<br />

4-28<br />

UNJF-3A<br />

SEE PAGE<br />

M AX.<br />

REF.<br />

NOTES<br />

1 COMPLETE PART NO. (“T” AND/OR “C” ON SS CODE ONLY) AND MFG’R’S. SYMBOL IMPRESSION STAMPED ON<br />

BARREL, LOCATION OPTIONAL.<br />

2 RECEPTACLE SUB ASSY. MAY BE READILY REMOVED WHEN REQUIRED BY USE OF NUT REMOVAL TOOLS.<br />

FOR 1955-4 USE NR-2, FOR 1955-5 USE NR-1, & FOR 1955-6 USE NR-3 REMOVAL TOOLS.<br />

3 REPLACEMENT RECEPTACLE SUB ASSY. MAY BE ORDERED BY ADDING “A” BEFORE LAST DASH NUMBER.<br />

EXAMPLE: 1955-6-9-A2.<br />

4 REFER TO SHEET 15 OF DRAWING 1900 FOR WEIGHTS.<br />

5 NO BARREL IS USED ON RECEPTACLE WITH 2nd DASH NO. OF -1.<br />

6 REFER TO DRAWING 1900, SHEETS 11-13 FOR SELECTION OF 2nd AND 3rd DASH NUMBERS.<br />

TITLE<br />

MILSON REDUCED RIVET SPACING<br />

TWO LUG RECEPTACLE ASSY.<br />

735<br />

SEE PAGE<br />

± . 002<br />

+ . 005<br />

-.<br />

000<br />

R A D I A L<br />

F L O A T<br />

STK. ± . 005<br />

MIN.<br />

. 955<br />

. 525<br />

11 . 308<br />

. 045<br />

. 11<br />

. 688<br />

. 098<br />

. 020<br />

. 125<br />

. 030<br />

. 955<br />

. 704<br />

12 . 360<br />

. 063<br />

12 . 688<br />

. 098<br />

. 025<br />

. 125<br />

. 030<br />

1. 167<br />

. 725<br />

13 . 430<br />

. 094<br />

13 . 875<br />

. 130<br />

. 031<br />

. 140<br />

.<br />

030<br />

[7] SUFFIX “K” TO 1st DASH NO. TO INDICATE<br />

IVD ALUMINUM COATING ON RETAINER.<br />

1 9 55-( )-( )-( )<br />

Sheet 1 of 1<br />

APPROVAL DATE 11 /16/59 REVISION 9 REDRAWN 9/27/66 10 5/8/72 11 2/2/77 12 12/7/77 13 3/15/79 14 2/4/81<br />

15 8-13-82 16 8/26/82 17 4/23/85


BASIC<br />

PART<br />

NUMBER<br />

1960<br />

1960S<br />

1960SS<br />

1960<br />

1960S<br />

1960SS<br />

1960<br />

1960S<br />

1960SS<br />

-4<br />

-5<br />

-6<br />

DIM’S IN INCHES - TOLERANCE ±.010 UNLESS OTHERWISE NOTED: PROCUREMENT SPECIFICATION ESCMPF 19000<br />

E.S.C.M.P.F.<br />

ENGINEERING STANDARDS COMMITTEE<br />

FOR MILSON <strong>PANEL</strong> <strong>FASTENERS</strong><br />

2701 S. HARBOR BLVD.<br />

SANTA ANA, CALIFORNIA<br />

ENGINEERING STANDARDS COMMITTEE<br />

MILSON <strong>STRUCTURAL</strong> <strong>PANEL</strong> <strong>FASTENERS</strong><br />

RA<br />

DI<br />

AL<br />

T A B E F G H J K M R<br />

T H’<br />

D.<br />

’ MAX. ± . 005<br />

8-32<br />

UNJC<br />

3A<br />

10-32<br />

UNJF<br />

3A<br />

1/<br />

4-28<br />

UNJF<br />

3A<br />

SEE<br />

PAGE<br />

M AX.<br />

REF.<br />

NOTES<br />

1 COMPLETE PART NO. (“T” AND/OR “C” SS CODE ONLY), AND MANUFACTURER’S SYMBOL STAMPED ON<br />

BARREL, LOCATION OPTIONAL.<br />

2 RECEPTACLE SUB ASSY MAY BE READILY REMOVED WHEN REQUIRED BY USE OF NUT REMOVAL TOOLS.<br />

FOR 1960-4 USE NR-2, FOR 1960-5 USE NR-1, & FOR 1960-6 USE NR-3 REMOVAL TOOLS.<br />

3 REPLACEMENT RECEPTACLE SUB ASSY MAY BE ORDERED BY ADDING ‘A’ BEFORE LAST DASH NUMBER.<br />

EXAMPLE: 1960S-6-9-A2.<br />

4 REFER TO SHEET 15 OF DRWG. 1900, FOR WEIGHTS.<br />

5 NC BARREL IS USED ON RECEPTACLES WITH 2nd DASH NO. -1.<br />

6 REFER TO DRAWING 1900 SHEETS 11-13 FOR SELECTION OF 2nd & 3rd DASH NOS.<br />

7 SUFFIX “K” TO 1st DASH NO. TO INDICATE IVD ALUMINUM COATING ON RETAINER.<br />

TITLE<br />

MILSON STANDARD CORNER<br />

RECEPTACLE ASSY.<br />

736<br />

SEE<br />

PAGE<br />

± . 002<br />

+ . 005<br />

-.<br />

000<br />

F L O AT<br />

STK. ± . 005<br />

MIN.<br />

. 762<br />

. 375<br />

11 . 306<br />

. 045<br />

11 . 531<br />

. 098<br />

. 020<br />

. 125<br />

. 030<br />

1. 033<br />

. 500<br />

12 . 360<br />

. 063<br />

12 . 707<br />

. 098<br />

. 025<br />

. 205<br />

. 030<br />

1. 050<br />

. 500<br />

13 . 430<br />

. 094<br />

13 . 707<br />

. 130<br />

. 025<br />

. 205<br />

. 030<br />

PART NUMBER<br />

1960-( )-( )-( )<br />

Sheet 1 of 1<br />

APPROVAL DATE 11 /16/59 REVISION 9 REDRAWN 9/27/66 10 5/8/72 11 2/2/77 12 12/7/77 13 3/15/79 14 2/4/81<br />

15 8-13-82 16 8/26/82 17 4/23/85


BASIC<br />

PART<br />

NUMBER<br />

1970-4<br />

1970-5<br />

1970-6<br />

MATERIAL<br />

DIM’S IN INCHES - TOLERANCE ±.010 UNLESS OTHERWISE NOTED: PROCUREMENT SPECIFICATION ESCMPF 19000<br />

E.S.C.M.P.F.<br />

ENGINEERING STANDARDS COMMITTEE<br />

FOR MILSON <strong>PANEL</strong> <strong>FASTENERS</strong><br />

2701 S. HARBOR BLVD.<br />

SANTA ANA, CALIFORNIA<br />

ENGINEERING STANDARDS COMMITTEE<br />

MILSON <strong>STRUCTURAL</strong> <strong>PANEL</strong> <strong>FASTENERS</strong><br />

T A B D E F G H J K M R<br />

T H’<br />

D.<br />

M AX.<br />

M AX.<br />

MAX.<br />

8-32<br />

UNJC<br />

3A<br />

10-32<br />

UNJF-3A<br />

1/<br />

4-28<br />

UNJF-3A<br />

STUD . . . . . . . STEEL PER SPEC. AMS 6322 (8740).<br />

BARREL . . . .<br />

RETAINER. . . . STEEL PER SPEC. AISI C1050.<br />

WASHER. . . . . B1113 STEEL.<br />

SEAL. . . . . . . BUNA-N BASE SYNTHETIC RUBBER.<br />

FINISH<br />

SEE PAGE<br />

M AX.<br />

REF.<br />

1 MF:RS. SYMBOL AND COMPLETE PART NUMBER, ARE IMPRESION STAMPED ON RETAINERS, LOCATION OPT.<br />

2 REFER TO SHEET 15 OF DWG. 1900 FOR WEIGHTS.<br />

3 SEAL MATERIAL MEETS APPLICABLE REQUIREMENTS FOR USE WITH AIRCRAFT TYPES 1, 2, & 3 FUELS PER<br />

SPEC. MIL-R-6855. APPLICABLE TEMPERATURE RANGE -65°F. TO +260°F. APPLICABLE PRESSURE RANGE<br />

±50 P.S.I.<br />

4 REFER TO DWG. 1900 SHEETS 11-13 FOR SELECTION OF 2nd & 3rd DASH NOS.<br />

TITLE<br />

MILSON SELF SEALING<br />

TWO LUG RECEPTACLE ASSY.<br />

737<br />

SEE PAGE<br />

± . 002<br />

+ . 005<br />

-.<br />

000<br />

STK. _ _<br />

RA<br />

D IA<br />

L<br />

F L OA<br />

T<br />

MIN.<br />

1. 017<br />

. 625<br />

. 712<br />

4 . 449<br />

. 045<br />

4 . 750<br />

. 098<br />

. 020<br />

. 125<br />

. 025<br />

1. 143<br />

. 741<br />

. 692<br />

5 . 551<br />

. 063<br />

5 . 875<br />

. 098<br />

. 020<br />

. 125<br />

. 030<br />

1. 297<br />

. 775<br />

. 806<br />

6 . 536<br />

. 094<br />

6 1. 000<br />

. 130<br />

. 020<br />

. 140<br />

. 030<br />

STUD. . . . . . . CAD. PLATE PER SPEC. QQ-P-416, PARA. 3.3.4 CLASS 2 & LUBE WITH MoS 2 .<br />

BARREL. . . . .<br />

RETAINER. . . CAD. PALTE PER SPEC. QQ-P-416, TYPE II, CLASS 2.<br />

WASHER. . . . .<br />

SEAL. . . . . . . NONE.<br />

NOTES<br />

PART NUMBER<br />

1960-( )-( )-( )<br />

Sheet 1 of 1<br />

APPROVAL DATE 11 /16/59 REVISION 7 REDRAWN 9/27/66 8 5/8/72 9 12/7/77 10 1/12/78 11 3/15/79 12 2/4/81


BASIC<br />

PART<br />

NUMBER<br />

1980-4<br />

1980-5<br />

1980-6<br />

MATERIAL<br />

DIM’S IN INCHES - TOLERANCE ±.010 UNLESS OTHERWISE NOTED: PROCUREMENT SPECIFICATION ESCMPF 19000<br />

E.S.C.M.P.F.<br />

ENGINEERING STANDARDS COMMITTEE<br />

FOR MILSON <strong>PANEL</strong> <strong>FASTENERS</strong><br />

2701 S. HARBOR BLVD.<br />

SANTA ANA, CALIFORNIA<br />

ENGINEERING STANDARDS COMMITTEE<br />

MILSON <strong>STRUCTURAL</strong> <strong>PANEL</strong> <strong>FASTENERS</strong><br />

T A C D E F G H K M R<br />

T H’<br />

D.<br />

MAX. ± . 005<br />

MAX.<br />

8-32<br />

UNJC<br />

3A<br />

10-32<br />

UNJF-3A<br />

1/<br />

4-28<br />

UNJF-3A<br />

STUD. . . . . . .STEEL PER SPEC. AMS 6322 (8740).<br />

BARREL. . . . .<br />

RETAINER. . .STEEL PER SPEC. AISI C1050.<br />

WASHER. . . . .81113 STEEL.<br />

SEAL. . . . . . .BUNA-N BASE SYNTHETIC RUBBER.<br />

FINISH<br />

SEE<br />

PAGE<br />

1 MF’R’S. SYMBOL & COMPLETE PART NUMBER ARE IMPRESSION STAMPE DON RETAINERS, LOCATION OPT.<br />

2 REFER TO SHEET 15 OF DWG. 1900 FOR WEIGHTS.<br />

3 SEAL MATERIAL MEETS APPLICABLE REQUIREMENTS FOR USE WITH AIRCRAFT TYPES 1, 2 & 3 FUELS PER<br />

SPEC. MIL-R-6855. APPLICABLE TEMPERATURE RANGE -65°F. TO +260°F. APPLICABLE PRESSURE RANGE<br />

±50 P.S.I.<br />

4 REFER TO DWG. 1900, SHEETS 11-13 FOR SELECTION OF 2nd & 3rd DASH NOS.<br />

TITLE<br />

MILSON SELF SEALING<br />

CORNER RECEPTACLE ASSY.<br />

738<br />

M AX.<br />

REF.<br />

SEE<br />

PAGE<br />

+ . 005<br />

-.<br />

000<br />

R A D I A L<br />

F L O AT<br />

S TK.<br />

MIN.<br />

. 825<br />

. 375<br />

. 712<br />

4 . 449<br />

. 045<br />

4 . 098<br />

. 020<br />

. 125<br />

. 025<br />

. 945<br />

. 437<br />

. 692<br />

5 . 551<br />

. 063<br />

5 . 098<br />

. 020<br />

. 125<br />

. 030<br />

1. 035<br />

. 500<br />

. 806<br />

6 . 536<br />

. 094<br />

6 . 130<br />

. 020<br />

. 140<br />

. 030<br />

STUD. . . . . . .CAD. PLATE PER SPEC. QQ-P-416, PARA. 3.3.4 CLASS 2 & LUBE WITH MoS 2<br />

BARREL. . . . .<br />

RETAINER. . .CAD. PLATE PER SPEC. QQ-P-416, TYPE II, CLASS 2.<br />

WASHER. . . . .<br />

SEAL. . . . . . . NONE.<br />

NOTES<br />

PART NUMBER<br />

1980-( )-( )-( )<br />

Sheet 1 of 1<br />

APPROVAL DATE 11 /16/59 REVISION 8 REDRAWN 9/30/66 9 5/8/72 10 12/7/77 (11) 3/15/79 (12) 2/4/81


DIM’S IN INCHES - TOLERANCE ±.010 UNLESS OTHERWISE NOTED: PROCUREMENT SPECIFICATION ESCMPF 19000<br />

E.S.C.M.P.F.<br />

ENGINEERING STANDARDS COMMITTEE<br />

FOR MILSON <strong>PANEL</strong> <strong>FASTENERS</strong><br />

2701 S. HARBOR BLVD.<br />

SANTA ANA, CALIFORNIA<br />

ENGINEERING STANDARDS COMMITTEE<br />

MILSON <strong>STRUCTURAL</strong> <strong>PANEL</strong> <strong>FASTENERS</strong><br />

PART<br />

NUMBER<br />

SHANK<br />

DIA.<br />

OF<br />

SLEEVE<br />

BOLT<br />

MECHANICAL PROPERTIES<br />

TENSILE<br />

STRENGTH<br />

LBS.<br />

MIN.<br />

CALLOUT PROCEDURE<br />

1. Select sleeve bolt size and style. Next select grip length. Generally the sleeve bolt grip should be equal to the total<br />

material thickness. However, if structural requirements permit, consider using a shorter grip bolt for weight and<br />

cost reduction. This is usually possible when the panel thickness is less than the sub-structure thickness.<br />

2. Choose the receptacle desired. Next select second and third receptacle cash numbers (barrel height and stud protrusion)<br />

by using the tables on sheets 4 thru 6.<br />

3. Diameter of sleeve bolt will determine retainer ring to be used.<br />

4. Recommended tightening torque for 19XXXX-6 series is 100 inch lbs., for 19XXXX-5 series is 45 inch lbs. and for<br />

19XXXX-4 series is 25 inche lbs.<br />

NOTES:<br />

1 Make callout of sleeve bolt, retainer ring and receptacle assembly separately.<br />

2 Installation details and operating instructions are given on sheet 2 and 3.<br />

TITLE<br />

SPECIAL HI-STRENGTH<br />

MILSON CALLOUT AND<br />

INSTALLATION INFORMATION<br />

739<br />

SHEAR<br />

STRENGTH<br />

SINGLE<br />

MIN.<br />

LOCKING<br />

TORQUE<br />

FIRST<br />

INSTALLAT<br />

ION<br />

19XXXX-41/ 4<br />

2500 2800 5-20<br />

19XXXX-55/ 16<br />

3500 4600 10-30<br />

19XXXX-63/ 8<br />

6000 6000 15-45<br />

EXAMPLE: Special hi-strength two lug receptacle for service at 1200°f, with structural dimensions as shown above.<br />

M = Total material thickness.<br />

U = Total sub-structure thickness.<br />

PART NUMBER<br />

190012<br />

Sheet 1 of 7<br />

APPROVAL DATE 11 /9/69 REVISION


SIZE<br />

DIM’S IN INCHES - TOLERANCE ±.010 UNLESS OTHERWISE NOTED:<br />

PROCUREMENT SPECIFICATION<br />

ESCMPF 1900 EXCEPT:<br />

ULT. TENSILE, ULT. SINGLE<br />

SHEAR AND LOCKING TORQUE<br />

ENGINEERING STANDARDS COMMITTEE<br />

MILSON <strong>STRUCTURAL</strong> <strong>PANEL</strong> <strong>FASTENERS</strong><br />

B C E G<br />

+ . 004<br />

-.<br />

000<br />

M IN.<br />

DIA.<br />

+ . 010<br />

-.<br />

000<br />

-4. 250<br />

. 032<br />

. 358<br />

. 450<br />

-5. 312<br />

. 034<br />

. 441<br />

. 537<br />

-6. 375<br />

. 035<br />

. 523<br />

. 625<br />

TITLE<br />

SPECIAL HI-STRENGTH<br />

MILSON CALLOUT AND<br />

INSTALLATION INFORMATION<br />

740<br />

PREPARATION INFORMATION<br />

2<br />

Counterbore panel at faying surface for retainer ring to proper<br />

depth and remove burrs to insure proper operation. Counterbore<br />

substructure only when impractical to counterbore panel.<br />

Mount receptacle over hole on underside of structure.<br />

1<br />

Drill panel and substructure for diameter of sleeve bolt selected.<br />

Countersink panel when using flush head sleeve bolts.<br />

3<br />

DRAWING NUMBER<br />

190012<br />

Sheet 2 of 7<br />

APPROVAL DATE 11 /16/69 REVISION


MILSON INSTALLATION<br />

1 Lubricate bolt internal threads and contact<br />

surfaces if necessary. Use MIL-T-5544.<br />

2 Insert the bolt in the panel<br />

CAUTION<br />

DIM’S IN INCHES - TOLERANCE ±.010 UNLESS OTHERWISE NOTED:<br />

PROCUREMENT SPECIFICATION<br />

ESCMPF 1900 EXCEPT:<br />

ULT. TENSILE, ULT. SINGLE<br />

SHEAR AND LOCKING TORQUE<br />

ENGINEERING STANDARDS COMMITTEE<br />

MILSON <strong>STRUCTURAL</strong> <strong>PANEL</strong> <strong>FASTENERS</strong><br />

To maintain structural integrity of the panel,<br />

the correct type, size and length bolts must be<br />

inserted in the proper locations.<br />

6 Begin torquing at one point on the panel<br />

and continue in one or both directions.<br />

MILSON REMOVAL<br />

1 Loosen each bolt two to three revolutions. Work<br />

in one or both directions on the panel.<br />

2 Disengage each bolt from each receptacle and<br />

pull to “full out” position. Work in one or both<br />

directions on the panel.<br />

TITLE<br />

SPECIAL HI-STRENGTH<br />

MILSON CALLOUT AND<br />

INSTALLATION INFORMATION<br />

741<br />

3 Install retainer ring onto bolt using NST-199<br />

installation tool.<br />

A. Use thumb and index finger to slide the<br />

retainer ring from the tool onto the bolt.<br />

CAUTION<br />

Do not expand retainer ring greater than<br />

belled end of installation tool. Over-expansion<br />

of ri will result in loss of retaining feature.<br />

4 Position panel above mating structure and press<br />

all bolts to the engaged position.<br />

5 Torque bolts as specified on page 1, note 4.<br />

CAUTION<br />

With thin panels, reduce tightening torque to<br />

prevent deformation of retainer ring counterbore.<br />

DRAWING NUMBER<br />

190012<br />

Sheet 3 of 7<br />

APPROVAL DATE 1/9/69 REVISION


*<br />

E<br />

L<br />

C<br />

A<br />

T<br />

P<br />

E<br />

C<br />

E<br />

R<br />

R<br />

O<br />

F<br />

E<br />

L<br />

B<br />

A<br />

T<br />

N<br />

O<br />

I<br />

T<br />

C<br />

E<br />

L<br />

E<br />

S<br />

.<br />

O<br />

N<br />

H<br />

S<br />

A<br />

D<br />

D<br />

R<br />

3<br />

STUD<br />

PROTRUSION<br />

WHEN<br />

. 100<br />

S<br />

I<br />

H<br />

T<br />

COLUMN<br />

<strong>PANEL</strong><br />

E<br />

S<br />

U<br />

WHEN<br />

LESS<br />

S<br />

I<br />

H<br />

T<br />

E<br />

S<br />

U<br />

N<br />

M<br />

U<br />

L<br />

O<br />

C<br />

S<br />

I<br />

S<br />

I<br />

L<br />

E<br />

N<br />

A<br />

P<br />

DIM’S IN INCHES - TOLERANCE ±.010 UNLESS OTHERWISE NOTED:<br />

PROCUREMENT SPECIFICATION<br />

ESCMPF 1900 EXCEPT:<br />

ULT. TENSILE, ULT. SINGLE<br />

SHEAR AND LOCKING TORQUE<br />

ENGINEERING STANDARDS COMMITTEE<br />

MILSON <strong>STRUCTURAL</strong> <strong>PANEL</strong> <strong>FASTENERS</strong><br />

E<br />

R<br />

E<br />

K<br />

C<br />

I<br />

H<br />

T<br />

R<br />

O<br />

0<br />

0<br />

1<br />

.<br />

N<br />

A<br />

H<br />

T<br />

NOMINAL<br />

DIM.<br />

. 12<br />

*<br />

DASH<br />

NO.<br />

SUB-STRUCT<br />

URE<br />

THICKNESS<br />

( U)<br />

L<br />

’<br />

T<br />

A<br />

M<br />

)<br />

M<br />

(<br />

TOTAL<br />

THICKNESS<br />

000<br />

- . 09<br />

. 9<br />

-02 5<br />

. 100<br />

- . 162<br />

. 000<br />

- . 062<br />

-01 . 062<br />

*<br />

. 163<br />

- . 224<br />

. 063<br />

- . 125<br />

-0 . 000<br />

. 225<br />

- . 287<br />

. 126<br />

- . 187<br />

-1 . 062<br />

. 288<br />

- . 349<br />

. 188<br />

- . 250<br />

-2 . 125<br />

. 350<br />

- . 412<br />

. 251<br />

- . 312<br />

-3. 187<br />

. 413<br />

- . 474<br />

. 313<br />

- . 375<br />

-4 . 250<br />

. 475<br />

- . 537<br />

. 376<br />

- . 437<br />

-5 . 312<br />

. 538<br />

- . 599<br />

. 438<br />

- . 500<br />

-6 . 375<br />

. 600<br />

- . 662<br />

. 501<br />

- . 562<br />

-7 . 437<br />

. 663<br />

- . 724<br />

. 563<br />

- . 625<br />

-8 . 500<br />

. 725<br />

- . 787<br />

. 626<br />

- . 687<br />

-9 . 562<br />

. 788<br />

- . 849<br />

. 688<br />

- . 750<br />

-10 . 625<br />

. 850<br />

- . 912<br />

. 751<br />

- . 812<br />

-11 . 687<br />

. 913<br />

- . 974<br />

. 813<br />

- . 876<br />

-12 . 750<br />

. 975<br />

-1.<br />

037<br />

. 876<br />

- . 937<br />

-13 . 812<br />

1. 038<br />

-1.<br />

099<br />

. 938<br />

- 1.<br />

000<br />

-14 . 875<br />

1. 100<br />

-1.<br />

162<br />

1. 001<br />

- 1.<br />

062<br />

-15 . 937<br />

1. 163<br />

-1.<br />

224<br />

1. 063<br />

- 1.<br />

125<br />

-16 1.<br />

000<br />

1. 225<br />

-1.<br />

287<br />

1. 126<br />

- 1.<br />

187<br />

-17 1.<br />

062<br />

1. 288<br />

-1.<br />

349<br />

1. 188<br />

- 1.<br />

250<br />

-18 1.<br />

125<br />

TITLE<br />

SPECIAL HI-STRENGTH MILSON<br />

19XX12-4. RECEPTACLE DASH NUMBER<br />

SELECTION TABLE<br />

742<br />

* BELOW MOUNTING SURFACE.<br />

NOTES:<br />

1 When “N” and “M” do not coordinate on the above table use -1 for “H”.<br />

Example: N=6, M=1.00, then H=-1 for 195012-4, 195512-4, and 196012-4.<br />

2 Dash number sequence for receptacle assembly is as follows:<br />

195012-5-H-E).<br />

3 See example sheet 1 of drawing 190012.<br />

4 Dimension is height of stud head. No barrel is used on thisdash number.<br />

DRAWING NUMBER<br />

190012<br />

Sheet 4 of 7<br />

APPROVAL DATE 1/9/69 REVISION


E<br />

L<br />

C<br />

A<br />

T<br />

P<br />

E<br />

C<br />

E<br />

R<br />

R<br />

O<br />

F<br />

E<br />

L<br />

B<br />

A<br />

T<br />

N<br />

O<br />

I<br />

T<br />

C<br />

E<br />

L<br />

E<br />

S<br />

.<br />

O<br />

N<br />

H<br />

S<br />

A<br />

D<br />

D<br />

R<br />

3<br />

STUD<br />

PROTRUSION<br />

WHEN<br />

. 110<br />

S<br />

I<br />

H<br />

T<br />

COLUMN<br />

<strong>PANEL</strong><br />

E<br />

S<br />

U<br />

WHEN<br />

LESS<br />

S<br />

I<br />

H<br />

T<br />

E<br />

S<br />

U<br />

N<br />

M<br />

U<br />

L<br />

O<br />

C<br />

S<br />

I<br />

S<br />

I<br />

L<br />

E<br />

N<br />

A<br />

P<br />

DIM’S IN INCHES - TOLERANCE ±.010 UNLESS OTHERWISE NOTED:<br />

PROCUREMENT SPECIFICATION<br />

ESCMPF 1900 EXCEPT:<br />

ULT. TENSILE, ULT. SINGLE<br />

SHEAR AND LOCKING TORQUE<br />

ENGINEERING STANDARDS COMMITTEE<br />

MILSON <strong>STRUCTURAL</strong> <strong>PANEL</strong> <strong>FASTENERS</strong><br />

E<br />

R<br />

E<br />

K<br />

C<br />

I<br />

H<br />

T<br />

R<br />

O<br />

0<br />

1<br />

1<br />

.<br />

N<br />

A<br />

H<br />

T<br />

NOMINAL<br />

DIM.<br />

. 18<br />

DASH<br />

NO.<br />

SUB-STRUCT<br />

URE<br />

THICKNESS<br />

( U)<br />

L<br />

’<br />

T<br />

A<br />

M<br />

)<br />

M<br />

(<br />

TOTAL<br />

THICKNESS<br />

000<br />

- . 07<br />

. 7<br />

- 03<br />

* 7<br />

. 078<br />

- . 139<br />

- 02<br />

* . 125<br />

. 140<br />

- . 202<br />

. 000<br />

- . 062<br />

- 01<br />

* . 062<br />

. 203<br />

- . 264<br />

. 063<br />

- . 125<br />

-0 . 000<br />

. 265<br />

- . 327<br />

. 126<br />

- . 187<br />

-1 . 062<br />

. 328<br />

- . 389<br />

. 188<br />

- . 250<br />

-2. 125<br />

. 390<br />

- . 452<br />

. 251<br />

- . 312<br />

-3. 187<br />

. 453<br />

- . 514<br />

. 313<br />

- . 375<br />

-4 . 250<br />

. 515<br />

- . 577<br />

. 376<br />

- . 437<br />

-5 . 312<br />

. 640<br />

- . 702<br />

. 438<br />

- . 500<br />

-6 . 375<br />

. 703<br />

- . 724<br />

. 501<br />

- . 582<br />

-7 . 437<br />

. 725<br />

- . 764<br />

. 583<br />

- . 625<br />

-8 . 500<br />

. 765<br />

- . 827<br />

. 626<br />

- . 687<br />

-9 . 562<br />

. 828<br />

- . 889<br />

. 688<br />

- . 750<br />

-10 . 625<br />

. 890<br />

- . 952<br />

. 751<br />

- . 812<br />

-11 . 686<br />

. 953<br />

-1.<br />

014<br />

. 813<br />

- . 875<br />

-12 . 750<br />

1. 015<br />

-1.<br />

077<br />

. 876<br />

- . 937<br />

-13 . 812<br />

1. 078<br />

-1.<br />

139<br />

. 938<br />

- 1.<br />

000<br />

-14 . 875<br />

1. 140<br />

-1.<br />

202<br />

1. 001<br />

- 1.<br />

062<br />

-15 . 937<br />

1. 203<br />

-1.<br />

264<br />

1. 063<br />

- 1.<br />

125<br />

-16 1.<br />

000<br />

1. 265<br />

-1.<br />

327<br />

1. 126<br />

- 1.<br />

187<br />

-17 1.<br />

062<br />

1. 328<br />

-1.<br />

389<br />

1. 188<br />

- 1.<br />

250<br />

-18 1.<br />

125<br />

TITLE<br />

SPECIAL HI-STRENGTH MILSON<br />

19XX12-5 RECEPTACLE DASH NUMBER<br />

SELECTION TABLE<br />

743<br />

* BELOW MOUNTING SURFACE.<br />

NOTES:<br />

1 When “N” and “M” combinations do not coordinate on above table use -1<br />

for “H”. Example: N=9, M=1.250, then H=-1 for 195012-5, 195512-5, and<br />

196012-5.<br />

2 Dash number sequence for receptacle assembly is as follows:<br />

195012-5-H-E).<br />

3 See example sheet 1, drawing 190012.<br />

4 Dimension is height of stud head. No barrel is used on thisdash number.<br />

DRAWING NUMBER<br />

190012<br />

Sheet 5 of 7<br />

APPROVAL DATE 1/9/69 REVISION


*<br />

E<br />

L<br />

C<br />

A<br />

T<br />

P<br />

E<br />

C<br />

E<br />

R<br />

R<br />

O<br />

F<br />

E<br />

L<br />

B<br />

A<br />

T<br />

N<br />

O<br />

I<br />

T<br />

C<br />

E<br />

L<br />

E<br />

S<br />

.<br />

O<br />

N<br />

H<br />

S<br />

A<br />

D<br />

D<br />

R<br />

3<br />

STUD<br />

PROTRUSION<br />

WHEN<br />

. 169<br />

S<br />

I<br />

H<br />

T<br />

COLUMN<br />

<strong>PANEL</strong><br />

E<br />

S<br />

U<br />

WHEN<br />

LESS<br />

S<br />

I<br />

H<br />

T<br />

E<br />

S<br />

U<br />

N<br />

M<br />

U<br />

L<br />

O<br />

C<br />

S<br />

I<br />

S<br />

I<br />

L<br />

E<br />

N<br />

A<br />

P<br />

DIM’S IN INCHES - TOLERANCE ±.010 UNLESS OTHERWISE NOTED:<br />

PROCUREMENT SPECIFICATION<br />

ESCMPF 1900 EXCEPT:<br />

ULT. TENSILE, ULT. SINGLE<br />

SHEAR AND LOCKING TORQUE<br />

ENGINEERING STANDARDS COMMITTEE<br />

MILSON <strong>STRUCTURAL</strong> <strong>PANEL</strong> <strong>FASTENERS</strong><br />

E<br />

R<br />

E<br />

K<br />

C<br />

I<br />

H<br />

T<br />

R<br />

O<br />

9<br />

6<br />

1<br />

.<br />

N<br />

A<br />

H<br />

T<br />

NOMINAL<br />

DIM.<br />

. 18<br />

DASH<br />

NO.<br />

SUB-STRUCT<br />

URE<br />

THICKNESS<br />

( U)<br />

L<br />

’<br />

T<br />

A<br />

M<br />

)<br />

M<br />

(<br />

TOTAL<br />

THICKNESS<br />

000<br />

- . 10<br />

. 6<br />

- 03<br />

* 7<br />

. 107<br />

- . 168<br />

- 02<br />

* . 125<br />

. 169<br />

- . 231<br />

. 000<br />

- . 062<br />

- 01<br />

* . 062<br />

. 232<br />

- . 293<br />

. 063<br />

- . 125<br />

-0 . 000<br />

. 294<br />

- . 356<br />

. 126<br />

- . 187<br />

-1 . 062<br />

. 357<br />

- . 418<br />

. 188<br />

- . 250<br />

-2. 125<br />

. 419<br />

- . 481<br />

. 251<br />

- . 312<br />

-3. 187<br />

. 482<br />

- . 543<br />

. 313<br />

- . 375<br />

-4 . 250<br />

. 544<br />

- . 606<br />

. 376<br />

- . 437<br />

-5 . 312<br />

. 607<br />

- . 668<br />

. 438<br />

- . 500<br />

-6 . 375<br />

. 669<br />

- . 731<br />

. 501<br />

- . 562<br />

-7 . 437<br />

. 732<br />

- . 793<br />

. 563<br />

- . 625<br />

-8 . 500<br />

. 794<br />

- . 856<br />

. 626<br />

- . 687<br />

-9 . 562<br />

. 857<br />

- . 918<br />

. 688<br />

- . 750<br />

-10 . 625<br />

. 919<br />

- . 981<br />

. 751<br />

- . 812<br />

-11 . 687<br />

. 982<br />

-1.<br />

043<br />

. 813<br />

- . 875<br />

-12 . 750<br />

1. 044<br />

-1.<br />

106<br />

. 876<br />

- . 937<br />

-13 . 812<br />

1. 107<br />

-1.<br />

168<br />

. 938<br />

- 1.<br />

000<br />

-14 . 875<br />

1. 169<br />

-1.<br />

231<br />

1. 001<br />

- 1.<br />

062<br />

-15 . 937<br />

1. 232<br />

-1.<br />

293<br />

1. 063<br />

- 1.<br />

125<br />

-16 1.<br />

000<br />

1. 294<br />

-1.<br />

356<br />

1. 126<br />

- 1.<br />

187<br />

-17 1.<br />

062<br />

1. 357<br />

-1.<br />

418<br />

1. 188<br />

- 1.<br />

250<br />

-18 1.<br />

125<br />

TITLE<br />

SPECIAL HI-STRENGTH<br />

MILSON 19XX12.6 RECEPTACLE DASH<br />

NUMBER SELECTION TABLE<br />

744<br />

* BELOW MOUNTING SURFACE.<br />

NOTES:<br />

1 When “N” and “M” combinations do not coordinate on above table use -1<br />

for “H”. Example: N=9, M=1.500, then H=-1 for 195012-6, 195512-6, and<br />

196012-6.<br />

2 Dash number sequence for receptacle assembly is as follows:<br />

195012-6-H-E).<br />

3 See example sheet 1, drawing 190012.<br />

4 Dimension is height of stud head. No barrel is used on thisdash number.<br />

DRAWING NUMBER<br />

190012<br />

Sheet 6 of 7<br />

APPROVAL DATE 1/9/69 REVISION


DIM’S IN INCHES - TOLERANCE ±.010 UNLESS OTHERWISE NOTED:<br />

PROCUREMENT SPECIFICATION<br />

ESCMPF 1900 EXCEPT:<br />

ULT. TENSILE, ULT. SINGLE<br />

SHEAR AND LOCKING TORQUE<br />

ENGINEERING STANDARDS COMMITTEE<br />

MILSON <strong>STRUCTURAL</strong> <strong>PANEL</strong> <strong>FASTENERS</strong><br />

E<br />

Stud<br />

Protrusion<br />

To<br />

Find<br />

Weights<br />

For<br />

These<br />

Part<br />

Numbers<br />

Add<br />

to<br />

195012-6<br />

Weights<br />

Sub.<br />

From<br />

195012-6<br />

Weights<br />

196012-6-H-E. 09<br />

195512-6-H-E. 09<br />

196012-5-H-E. 71<br />

195512-5-H-E. 66<br />

195012-5-H-E. 57<br />

196012-4-H-E1. 13<br />

195512-4-H-E1. 17<br />

195012-4-H-E1. 17<br />

195012-6 SERIES<br />

APPROXIMATE WEIGHT PER 100<br />

H BARREL<br />

TITLE<br />

SPECIAL HI-STRENGTH<br />

MILSON RECEPTACLE<br />

WEIGHT TABLE<br />

745<br />

HEIGHT<br />

-1-2 -3 -4 -5 -6 -7 -8 -9 -10 -11 -12<br />

-03 2. 11<br />

2. 20<br />

2.<br />

37<br />

-02 2. 05<br />

2. 17<br />

2. 27<br />

2.<br />

43<br />

-01 1. 98<br />

2. 11<br />

2. 24<br />

2. 33<br />

2.<br />

50<br />

-01. 92<br />

2. 05<br />

2. 18<br />

2. 31<br />

2. 40<br />

2.<br />

56<br />

-11. 86<br />

1. 99<br />

2. 11<br />

2. 24<br />

2. 37<br />

2. 46<br />

2.<br />

63<br />

-21. 83<br />

1. 92<br />

2. 05<br />

2. 18<br />

2. 31<br />

2. 44<br />

2. 53<br />

2.<br />

70<br />

-31. 77<br />

1. 90<br />

1. 99<br />

2. 12<br />

2. 25<br />

2. 38<br />

2. 50<br />

2. 60<br />

2.<br />

76<br />

-41. 70<br />

1. 83<br />

1. 97<br />

2. 05<br />

2. 18<br />

2. 31<br />

2. 44<br />

2. 57<br />

2. 66<br />

2.<br />

83<br />

-51. 63<br />

1. 76<br />

1. 90<br />

2. 03<br />

2. 12<br />

2. 25<br />

2. 38<br />

2. 51<br />

2. 64<br />

2. 73<br />

2.<br />

89<br />

-61. 35<br />

1. 70<br />

1. 83<br />

1. 96<br />

2. 10<br />

2. 19<br />

2. 32<br />

2. 44<br />

2. 57<br />

2. 70<br />

2. 79<br />

2.<br />

96<br />

-71. 41<br />

1. 76<br />

1. 90<br />

2. 03<br />

2. 16<br />

2. 25<br />

2. 38<br />

2. 51<br />

2. 64<br />

2. 77<br />

2. 86<br />

3.<br />

03<br />

-81. 48<br />

1. 83<br />

1. 96<br />

2. 10<br />

2. 23<br />

2. 32<br />

2. 45<br />

2. 58<br />

2. 71<br />

2. 83<br />

2. 93<br />

3.<br />

09<br />

-91. 55<br />

1. 90<br />

2. 03<br />

2. 16<br />

2. 30<br />

2. 38<br />

2. 51<br />

2. 64<br />

2. 77<br />

2. 90<br />

2. 99<br />

3.<br />

16<br />

-101. 61<br />

1. 96<br />

2. 09<br />

2. 23<br />

2. 36<br />

2. 45<br />

2. 58<br />

2. 71<br />

2. 84<br />

2. 97<br />

3. 06<br />

3.<br />

22<br />

-111. 68<br />

2. 03<br />

2. 16<br />

2. 29<br />

2. 43<br />

2. 52<br />

2. 65<br />

2. 77<br />

2. 90<br />

3. 03<br />

3. 12<br />

3.<br />

29<br />

-121. 74<br />

2. 09<br />

2. 23<br />

2. 36<br />

2. 49<br />

2. 58<br />

2. 71<br />

2. 84<br />

2. 97<br />

3. 10<br />

3. 19<br />

3.<br />

36<br />

-131. 81<br />

2. 16<br />

2. 29<br />

2. 43<br />

2. 56<br />

2. 65<br />

2. 78<br />

2. 91<br />

3. 04<br />

3. 16<br />

3. 26<br />

3.<br />

42<br />

-141. 88<br />

2. 23<br />

2. 36<br />

2. 49<br />

2. 63<br />

2. 71<br />

2. 84<br />

2. 97<br />

3. 10<br />

3. 23<br />

3. 32<br />

3.<br />

49<br />

-151. 94<br />

2. 29<br />

2. 42<br />

2. 56<br />

2. 69<br />

2. 78<br />

2. 91<br />

3. 04<br />

3. 17<br />

3. 30<br />

3. 39<br />

3.<br />

55<br />

-162. 01<br />

2. 36<br />

2. 49<br />

2. 62<br />

2. 76<br />

2. 85<br />

2. 98<br />

3. 10<br />

3. 23<br />

3. 36<br />

3. 45<br />

3.<br />

62<br />

-172. 07<br />

2. 42<br />

2. 56<br />

2. 69<br />

2. 82<br />

2. 91<br />

3. 04<br />

3. 17<br />

3. 30<br />

3. 43<br />

3. 52<br />

3.<br />

69<br />

-182. 14<br />

2. 49<br />

2. 62<br />

2. 76<br />

2. 89<br />

2. 98<br />

3. 11<br />

3. 24<br />

3. 37<br />

3. 49<br />

3. 59<br />

3.<br />

75<br />

PART NUMBER<br />

190012<br />

Sheet 7 of 7<br />

APPROVAL DATE 1/9/69 REVISION


NO.<br />

-4<br />

-5<br />

-6<br />

1st<br />

D<br />

SHANK<br />

DIA.<br />

DIM’S IN INCHES - TOLERANCE ±.010 UNLESS OTHERWISE NOTED:<br />

PROCUREMENT SPECIFICATION<br />

ESCMPF 1900 EXCEPT:<br />

ULT. TENSILE, ULT. SINGLE<br />

SHEAR AND LOCKING TORQUE<br />

ENGINEERING STANDARDS COMMITTEE<br />

MILSON <strong>STRUCTURAL</strong> <strong>PANEL</strong> <strong>FASTENERS</strong><br />

T<br />

THD.<br />

. 2495<br />

8-32<br />

UNJC<br />

3B<br />

. 3120<br />

10-32<br />

UNJF-3B<br />

. 3735<br />

UNJF<br />

3B<br />

A<br />

D IA.<br />

MIN.<br />

C<br />

G<br />

REF.<br />

H<br />

WEIGHTS GIVEN ARE PER HUNDRED PARTS<br />

MATERIAL: A286 PER AMS 5735 OR AMS 5737.<br />

FINISH & LUBE<br />

CODE: NO CODE = PASSIVATE PER QQ-P-35 & CETYL ALCOHOL LUBE.<br />

“L” = PASSIVATE PER QQ-P-35 & SOLID FILM LUBE PER MIL-L-8937. “KAL-GARD” TYPE “FA” ONLY<br />

“P” = PASSIVATE PER QQ-P-35 AND CAD PLATE PER QQ-P-416, TYPE II, CL. 2.<br />

“PL” = PASSIVATE PER QQ-P-35 AND CAD PLATE PER QQ-P-416, TYPE II/CL.2. PLUS FILM LUBE PER<br />

MIL-L-8937. “KAL-GARD” TYPE “FA” ONLY.<br />

NOTES [1] DIMENSIONS ARE BEFORE LOCKING DEVICE CLOSURE<br />

[2] AREA OF LOCKING DEVICE ELLIPTICALLY DISTORTED.<br />

[3] DASH NUMBER INDICATES GRIP LENGTH IN 1/6" INCREMENTS. LONGER LENGTHS SPECIFIED BY<br />

ADDITIONAL DASH NUMBER.<br />

[4] ULTIMATE SINGLE SHEAR NOT REQUIRED ON FOLLOWING: -4 -3 GRIP AND UNDER; -5 -4 GRIP AND UNDER;<br />

-6 -5 GRIP AND UNDER.<br />

[5] ULTIMATE TENSILE STRENGTH VALUES; WHEN TESTED WITH RECEPTACLE ASSEMBLY.<br />

TITLE<br />

MILSON PAN HEAD, HEX DRIVE<br />

SPECIAL HI-STRENGTH SLEEVE<br />

BOLT, 1200° F.<br />

746<br />

K<br />

REF.<br />

U<br />

SHEAR<br />

LOAD<br />

4<br />

ULT.<br />

TENSILE<br />

STRENGTH<br />

( IN.<br />

LBS.<br />

)<br />

. 325<br />

. 097<br />

. 055<br />

. 168<br />

. 157<br />

. 219<br />

. 045<br />

2800 2500 5-20<br />

. 399<br />

. 130<br />

. 063<br />

. 192<br />

. 190<br />

. 272<br />

. 045<br />

4600 3500 10-30<br />

. 503<br />

. 163<br />

. 093<br />

. 254<br />

. 220<br />

. 334<br />

. 055<br />

6000 6000 15-45<br />

N 191012-4 191012-5 191012-6<br />

2nd D ASH<br />

NO.<br />

± . 010<br />

P WT. P WT. P WT.<br />

-2. 125<br />

. 486<br />

. 533<br />

— — — — — — — —<br />

-3. 187<br />

. 548<br />

. 590<br />

. 548<br />

. 671<br />

. 647<br />

1.<br />

047<br />

-4. 250<br />

. 611<br />

. 647<br />

. 611<br />

. 798<br />

. 710<br />

1.<br />

174<br />

-5. 312<br />

. 673<br />

. 704<br />

. 673<br />

. 925<br />

. 772<br />

1.<br />

301<br />

-6. 375<br />

. 736<br />

. 761<br />

. 736<br />

1. 052<br />

. 835<br />

1.<br />

428<br />

-7. 437<br />

. 798<br />

. 818<br />

. 798<br />

1. 179<br />

. 897<br />

1.<br />

555<br />

-8. 500<br />

. 861<br />

. 875<br />

. 861<br />

1. 306<br />

. 960<br />

1.<br />

682<br />

-9. 562<br />

. 923<br />

. 932<br />

. 923<br />

1. 433<br />

1. 022<br />

1.<br />

827<br />

-10. 625<br />

. 986<br />

. 989<br />

. 986<br />

1. 560<br />

1. 085<br />

1.<br />

936<br />

N 191012-4 191012-5 1910-125-6<br />

2nd D ASH<br />

NO.<br />

± . 010<br />

P WT. P WT. P WT.<br />

-11. 687<br />

1. 048<br />

1. 046<br />

1. 048<br />

1. 687<br />

1. 147<br />

2.<br />

036<br />

-12. 750<br />

1. 111<br />

1. 103<br />

1. 111<br />

1. 814<br />

1. 210<br />

2.<br />

190<br />

-13. 812<br />

1. 173<br />

1. 160<br />

1. 173<br />

1. 941<br />

1. 272<br />

2.<br />

317<br />

-14. 875<br />

1. 236<br />

1. 217<br />

1. 236<br />

2. 068<br />

1. 335<br />

2.<br />

444<br />

-15. 937<br />

1. 298<br />

1. 274<br />

1. 298<br />

2. 195<br />

1. 397<br />

2.<br />

571<br />

-161. 000<br />

1. 361<br />

1. 331<br />

1. 361<br />

2. 322<br />

1. 460<br />

2.<br />

698<br />

-171. 062<br />

1. 423<br />

1. 388<br />

1. 423<br />

2. 449<br />

1. 522<br />

2.<br />

825<br />

-181. 125<br />

1. 486<br />

1. 445<br />

1. 486<br />

2. 576<br />

1. 585<br />

2.<br />

952<br />

5<br />

PART NUMBER<br />

191012-( )-( )<br />

Sheet 1 of 1<br />

APPROVAL DATE 1/9/69 REVISION 1 4/13/72 2 5/8/72 3 5/28/74 (4) 3/15/79 5 9/17/89 6 12/8/89


1st D ASH<br />

NO.<br />

-4<br />

-5<br />

-6<br />

D<br />

SHANK<br />

DIA.<br />

. 2495<br />

. 2485<br />

. 3120<br />

. 3110<br />

. 3745<br />

. 3735<br />

DIM’S IN INCHES - TOLERANCE ±.010 UNLESS OTHERWISE NOTED:<br />

PROCUREMENT SPECIFICATION<br />

ESCMPF 1900 EXCEPT:<br />

ULT. TENSILE, ULT. SINGLE<br />

SHEAR AND LOCKING TORQUE<br />

ENGINEERING STANDARDS COMMITTEE<br />

MILSON <strong>STRUCTURAL</strong> <strong>PANEL</strong> <strong>FASTENERS</strong><br />

T<br />

THD.<br />

8-32<br />

UNJC-3B<br />

10-32<br />

UNJF-3B<br />

1/<br />

4-28<br />

UNJF-3B<br />

A<br />

DIA.<br />

B<br />

MIN.<br />

N 192012-4 192012-5 192012-6<br />

2nd D ASH<br />

NO.<br />

± . 010<br />

P WT. P WT. P WT.<br />

-2. 125<br />

. 486<br />

. 453<br />

— — — — — — — —<br />

-3. 187<br />

. 548<br />

. 510<br />

. 548<br />

. 530<br />

. 647<br />

. 962<br />

-4. 250<br />

. 611<br />

. 567<br />

. 611<br />

. 657<br />

. 710<br />

1.<br />

089<br />

-5. 312<br />

. 673<br />

. 624<br />

. 673<br />

. 784<br />

. 772<br />

1.<br />

216<br />

-6. 375<br />

. 736<br />

. 681<br />

. 736<br />

. 911<br />

. 835<br />

1.<br />

343<br />

-7. 437<br />

. 798<br />

. 738<br />

. 798<br />

1. 038<br />

. 897<br />

1.<br />

470<br />

-8. 500<br />

. 861<br />

. 795<br />

. 861<br />

1. 165<br />

. 960<br />

1.<br />

597<br />

-9. 562<br />

. 923<br />

. 852<br />

. 923<br />

1. 292<br />

1. 022<br />

1.<br />

742<br />

-10. 625<br />

. 986<br />

. 909<br />

. 986<br />

1. 419<br />

1. 085<br />

1.<br />

851<br />

C<br />

G<br />

REF.<br />

H<br />

WEIGTHS GIVEN ARE PER HUNDRED PARTS<br />

TITLE<br />

MILSON FLUSH HEAD, HEX<br />

DRIVE SPECIAL HI-STRENGTH<br />

SLEEVE BOLT, 1200° F<br />

747<br />

K<br />

REF.<br />

. 358<br />

. 097<br />

. 055<br />

. 168<br />

. 158<br />

. 219<br />

. 441<br />

. 130<br />

. 063<br />

. 192<br />

. 189<br />

. 272<br />

. 523<br />

. 163<br />

. 093<br />

. 254<br />

. 220<br />

. 334<br />

U<br />

G AGE<br />

HT.<br />

. 0240<br />

. 0194<br />

. 0280<br />

. 0230<br />

. 0300<br />

. 0244<br />

V<br />

. 325<br />

. 400<br />

. 490<br />

W<br />

G AGE<br />

DIA.<br />

. 2993<br />

. 2991<br />

. 3731<br />

. 3729<br />

. 4475<br />

. 4473<br />

N 192012-4 192012-5 192012-6<br />

2nd D ASH<br />

NO.<br />

± . 010<br />

P WT. P WT. P WT.<br />

-11. 687<br />

1. 048<br />

. 966<br />

1. 048<br />

1. 546<br />

1. 147<br />

1.<br />

978<br />

-12. 750<br />

1. 111<br />

1. 023<br />

1. 111<br />

1. 673<br />

1. 210<br />

2.<br />

105<br />

-13. 812<br />

1. 173<br />

1. 080<br />

1. 173<br />

1. 800<br />

1. 272<br />

2.<br />

232<br />

-14. 875<br />

1. 235<br />

1. 137<br />

1. 236<br />

1. 927<br />

1. 335<br />

2.<br />

359<br />

-15. 937<br />

1. 298<br />

1. 194<br />

1. 298<br />

2. 054<br />

1. 397<br />

2.<br />

486<br />

-161. 000<br />

1. 361<br />

1. 251<br />

1. 361<br />

2. 181<br />

1. 460<br />

2.<br />

613<br />

-171. 062<br />

1. 423<br />

1. 308<br />

1. 423<br />

2. 308<br />

1. 522<br />

2.<br />

740<br />

-181. 125<br />

1. 486<br />

1. 365<br />

1. 486<br />

2. 435<br />

1. 585<br />

2.<br />

867<br />

Z<br />

SEE NOTE 6<br />

SEE NOTE 7<br />

SEE NOTE 8<br />

. 042<br />

2800 2500 5-20<br />

. 051<br />

4600 3500 10-30<br />

. 060<br />

6000 6000 15-45<br />

MATERIAL: A286 per AMS5735 or AMS5737 (cold reduced).<br />

FINISH: Passivate.<br />

NOTES:<br />

1 Dimensions are before locking device closure.<br />

2 Area of locking device elliptically distorted.<br />

3 Close tolerance flushness per NAS standards.<br />

4 Diameter to theoretical sharp edge.<br />

5 Dash number indicates grip length in 1/16" increments. Longer lengths specified by additional dash numbers.<br />

6 Ultimate single shear, lbs. min. not required on -4-3 grip and under, -5-4 grip and under, -6-5 grip and under.<br />

7 Ultimate tensile strength, lbs. min., when tested with receptacle assembly.<br />

8 Locking torque values, first installation, inch pounds.<br />

PART NUMBER<br />

192012-( )-( )<br />

Sheet 1 of 1<br />

APPROVAL DATE 1/9/69 REVISION 1 7/28/69 2 4/13/72 3 5/8/72 4 3/20/74 5 5/28/74 (6) 3/15/79 (7) 1/8/80

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