AIA/NAS 501-2010 pdf download BOLT, TENSION, HEX HEAD, STABILIZED, NON-MAGNETIC, CRES, 85 KSI Ftu
MATERIAL:
FINISH:
CODE:
CRES 321 OR 347 PER AMS5645 (UNS S32100) OR AMS5646(UNS S34700)
MACHINED BOLTS – NONEBOLTS SCALED IN PROCESS – PASSIVATE
ADD “A”AFTER DASH NUMBER FOR UNDRILLED BOLTADD “H” BEFORE DASH NUMBER AND A AFTER DASH NUMBER FOR BOLT WITH DRILLED HEAD ONLYGRIP LENGTHS IN ADDITION O THOSE TABULATED IN TABLE II ARE AVAILABLE IN 125 INCHINCREMENTS BY THE USE OF SIGNIFICANT DASH NUMBERS.
EXAMPLES OF PART NUMBER:
NAS501-6-10= .3750-24 CRES BOLT,1.078 LONG,438 GRIP WITH DRILLED SHANK ONLYNAS501-6H10A = 3750-24 CRES BOLT, 1.078 LONG,38 GRIP WITH DRILLED HEAD ONLYNAS501-6-10A = .3750-24 CRES BOLT, 1.078 LONG,.438 GRIP WITH UNDRILLED HEAD AND SHANK.
NOTES:
ULTIMATE TENSILE STRENGTH IS BASED ON A NON-DRILLED FED-STD-H28/2 THREAD AREA AND85.000 PSI,FOR BOLTS ITH CROSS-DRILLED THREADS, A REDUCED SECTION SPECIMEN MAY BEMACHINED FROM THE PART AND TESTED TO VERIFY THAT BASIC MATERIAL PROPERTIES MEET OREXCEED 85,000 PSI MINIMUM.
THIS STANDARD TAKES PRECEDENCE OVER DOCUMENTS REFERENCED HEREIN
REMOVE ALL BURRS AND SHARP EDGES
DIMENSIONS IN INCHES. TOLERANCES UNLESS OTHERWISE SPECIFIED: DECIMALS .010,
ANGLES 土5°
MAGNETIC PERMEABILITY SHALL BE LESS THAN 2.0 (AIR = 1.0) FOR A FIELD STRENGTHH = 200 OERSTEDS USING A MAGNETIC PERMEABILITY INDICATOR PER ASTM A 342/A 342M,TEST METHOD 3.
6)REFERENCED DOCUMENTS SHALL BE THE ISSUE IN EFFECT ON DATE OF INVITATIONS FOR BID.
UNLESS OTHERWISE SPECIFIED, PART INVENTORY MANUFACTURED TO PREVIOUS REVISIONS OFTHE APPLICABLE DRAWING OR SPECIFICATION MAY BE PROCURED AND USED UNTIL STOCK ISDEPLETED.
8)DIMENSIONING AND TOLERANCING PER ANSI Y14.5M-1982
91FOR DESCRIPTION OF STATUS NOTES,SEE NAS380
PROCUREMENT SPECIFICATION:
AS7473 EXCEPT TENSILE STRENGTH AS TABULATED HEREIN
AIA/NAS 501-2010 pdf download
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