1111 80TH ST SW 100 JAMCO 2025-01-23

ESR-3223 I Most Widely Accepted and Trusted TABLE 3—ALLOWABLE TENSILE PULL-OVER LOADS(pounds-force)1'2.3.44 NOMINAL NOMINAL DESIGN THICKNESS OF STEEL SHEET SCREW EFFECTIVE PULL- IN CONTACT WITH SCREW HEAD(inch) DIAMETER DESIGNATION OVER DIAMETER (in.) (in) 0.048 0.060 0.075 0.105 1/e #10-16 HWH 0.190 0.400 557 641 714 - - #12-14 HWH 0.216 0.415 619 793 893 1092 - #12-14 UPFH 0.216 0.418 489 620 712 - - 1/4-14 HWH 0.250 0.510 661 952 1069 1515 - _ 1/4-20 HWH 0.250 0.510 667 910 1070 1568 - For SI:1 inch=25.4 mm,1 lbf=4.4 N,1 ksi=6.89 MPa. ' tension connections,the lower of the allowable pull-out,pull-over,and fastener tension strength found in Tables 2,3,and 4,respectively, must be used for design. 2Nominal strengths are based on laboratory tests. 3Steel must comply with AISI S100(AISI-NAS for 2006 IBC)and have a minimum tensile strength of 58 ksi. 4To calculate LRFD values,multiply values in the table by the ASD safety factor of 3.0 and multiply again with the LRFD resistance factor of 0.5. &The"-"symbol denotes pull-over not tested. TABLE 4—FASTENER STRENGTH(pounds-force)1'2'''4 SCREW NOMINAL FASTENER STRENGTH(TESTED) 1 ALLOWABLE FASTENER STRENGTH,i2=3 DESIGNATION Ter�s91d;1 Shear,P„ - Tensile..P,al Shear,P./CI #10-16 HWH 2598 1 1607 (' 866) 536 #12-14 HWH s'--3227 2091 1076 697 #12-14 UPFH 3118 1935 1039 645 1/4-14 HWH 4400 2727 1467 909 1/4-20 HWH 4490 2725 1497 908 For SI:1 inch=25.4 mm,1 lbf=4.4 N. 'For tension connections,the lower of the allowable pull-out,pull-over,and fastener tension strength found in Tables 2,3,and 4,respectively, must be used for design. 2For shear connections,the lower of the allowable fastener shear strength and the allowable shear(bearing)capacity found in Tables 4 and 5, respectively,must be used for design. 3Nominal strengths are based on laboratory tests; 4To calculate LRFD values,multiply nominal values in the table by the LRFD resistance factor of 0.5. TABLE 5—ALLOWABLE SHEAR(BEARING)CAPACITY(pounds-force)1.2'3'4s SCREW NOMI R THICKNESS OF TOP SHEET-THICKNESS OF BOTTOM SHEET(inch-inch)6 DIADESIGNATION — (in.) 0.048-0.048 0.048-0.075 0.060-0.060 0.075-0.075 'hi-3/16 _ 0.105-1/4 3/1a-1/4 #10-16 HWH 0.190 331 583 475 - - - - #12-14 HWH 0.216 372 646 520 646 - - - #12-14 UPFH 0.216 375 662 542 636 - - - 1/4-14 HWH 0.250 376 622 536 785 841 - - 1/4-20 HWH 0.250 356 687 520 760 858 860 - For Si: 1 inch=25.4 mm, 1 lbf=4.4 N,1 ksi=6.89 MPa. 'For shear connections,the lower of the allowable fastener shear strength and the allowable shear(bearing)capacity found in Tables 4 and 5, respectively,must be used for design. 2Nominal strengths are based on laboratory tests. 3Steel must comply with AISI S100(AISI-NAS for the 2006 IBC)and have a minimum tensile strength of 58 ksi. 4To calculate LRFD values,multiply values in the table by the ASD safety factor of 3.0 and multiply again with the LRFD resistance factor of 0.5. &The'-"symbol denotes shear capacity not tested. 6The top sheet is in contact with the fastener head,while the bottom sheet is not. ( /,:---- i'l"' ,i (41---:; ) [ • ',' ,,; Load canna Area L, Loc# dealm Vac—" FIGURE 1—TEKS SELECT HEX WASHER HEAD(HWH) FIGURE 2—TEKS SELECT UNDERCUT PHILLIPS FLAT FASTENER HEAD(UPFH)FASTENER t1125