1、INTERNATIONAL TRUCK AND ENGINE CORPORATION I Nominal Engineering Standard Parts E D K L M Rec Reference We1 Projec- Hole Flats Comers ness Height Height Dia Plate Across Across Thick- tion Pilot Pilot Sizein ,0359 Sheet Torque Pushout +.O00 +.O00 +.O00 FtLbs Load UMBER: p ESP-E-40.102-PP CorDorate T
2、echnical Standards I CorDorate Technical Standards I August 1988 PRIISTED COPIES 8F THIS DOCI. iB.ltFNT MUST RE VERIFIED FOR CURWEIYT REVISION IChanPe Notice: Reformatted atm R SIX PROJECTION SPECIAL SERIES .O35 PILOT ,0598 Sheet Torque Pushout -1 NUmber Size I Max I Min I *.O10 I *.O02 I -.O05 I -.
3、O12 I -.O13 I Min I LbsMin I Min I LbsMin I 10 -24 I ,500 I ,556 I ,188 I .O15 I .O35 I ,406 I ,422 I 15 I 380 I 25 I 1050 I 257920C1 li4 -20 ,500 ,556 .1XX ,015 .O35 ,406 ,422 30 490 35 I I75 25792K1 * 114 -28 I 500 I 356 I .I8X I ,015 I .O35 I ,406 I .-I77 I 30 I 490 I 35 I I175 I 257915C I For Ge
4、neral Specifications, see ESP-E-40,101-GS. t * * Recommended panel thickness range: 0359“ - ,0747“. Non-Preferred. Reference test values are for weld process setup and control. Nuts are welded to cold rolled, bare steel, coupons in the two thicknesses shown. Minimum torque values represent torsional
5、 strength of weld when torque directly applied to nut with torque wrench. Pushout values represent axial tensile pushout loads on assembled weld nuts. This document is restricted and may not be sent outside International Truck and Engine Corporation or reproduced without permission from Corporate Te
6、chnical Standards. Suppliers are required to assume all patent liability. 02000 International Truck and Engine Corporation. SEPTEMBER 2000 Page 1 of 3 COPYRIGHT International Truck and Engine Corporation (formerly NAVISTAR)Licensed by Information Handling ServicesNUMBER: E SP-E-40.102-PP Dimensions
7、in inches: CURRENT ISSUE DATE: TITLE: Hex Piloted -Projection Weld Nuts - Preferred Parts September 2000 Nominal Size 10 -24 114 - 20 5/16 - 18 318 - 16 112 - 13 518 - 11 E Across Corners Min ,556 ,556 ,624 ,691 ,898 1.05 C Across Flats Max ,500 ,500 ,562 ,625 ,812 ,937 D Thick- ness *.O10 ,187 ,187
8、 ,250 ,250 ,375 ,434 K Prolec- tion Height *.O03 .O25 .O25 .O25 .O30 .O35 .O35 L Pilot Height *.O05 ,040 .O40 .O40 .O50 .O60 .O60 M Pilot Dia +.o00 -.o12 ,406 ,406 ,469 .53 1 ,719 .78 1 Rec Hole Size in Plate +.o00 -.O13 _ ,422 ,484 ,547 ,734 ,797 Reference We1 .O42 Sheet Lbs Min 900 1050 Quality Te
9、st* .O75 Torque Ft Lbs Min 25 35 55 110 160 _ Sheet Pushout Load Lbs Min _ 1750 1850 2000 2150 3300 Part Number J53615R1 j50824R1 j50826R1 j50828R1 19587R1 L0291R1 For General Specifications, see ESP-E-40.1 O 1-GS. Recommended panel thickness range: 040“ pilot for sheetmetal thickness .042“ - 0747“
10、050“ pilot for sheetmetal thickness .054“ - 0747“ 060“ pilot for sheetmetal thickness .067“ - 0747“ * * Reference test values are for weld process setup and control. Nuts are welded to cold rolled, bare steel, coupons in the two thicknesses shown. Minimum torque values represent torsional strength o
11、f weld when torque directly applied to nut with torque wrench. Pushout values represent axial tensile pushout loads on assembled weld nuts. This document is restricted and may not be sent outside International Truck and Engine Corporation or reproduced without permission from Corporate Technical Sta
12、ndards. Suppliers are required to assume all patent liability. 02000 International Truck and Engine Corporation. SEPTEMBER 2000 Page2of 3 COPYRIGHT International Truck and Engine Corporation (formerly NAVISTAR)Licensed by Information Handling ServicesNUMBER: E SP-E-40.102-PP -tal- CURRENT ISSUE DATE
13、: TITLE: Hex Piloted -Projection Weld Nuts - Preferred Parts September 2000 i #* Dimensions in inches. K Projec- tion Height *.O03 .O40 .O40 ItM Pilot Pilot +.o00 + *.O05 -.O12 Ret Hole Size in Plate +.o00 -.O13 422 ,734 Reference Welc .09C Torque Ft Lbs Min 30 110 Sheet Pushout Load Lbs Min 2100 27
14、50 2uality Test * + .25C Torque Ft Lbs Min 35 120 For General Specifications, see ESP-E-40,101-GS. Recommended panel thickness range: ,0897” - ,250” * Reference test values are for weld process setup and control. Nuts are welded to cold rolled, bare steel, coupons in the two thicknesses shown. Minim
15、um torque values represent torsional strength of weld when torque directly applied to nut with torque wrench. Pushout values represent axial tensile pushout loads on assembled weld nuts. This document is restricted and may not be sent outside International Truck and Engine Corporation or reproduced without permission from Corporate Technical Standards. Suppliers are required to assume all patent liability. 02000 International Truck and Engine Corporation. SEPTEMBER 2000 Page3of 3 COPYRIGHT International Truck and Engine Corporation (formerly NAVISTAR)Licensed by Information Handling Services
