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. • . �� <br /> Page 16 of 100 _ ESR•1414 <br /> Schedule <br /> Minimum Oflset <br /> Gage DimA(in) <br /> pZ 0.19 <br /> 21 0.19 <br /> 20 0.19 <br /> A A �g 0.16 <br /> �g 0.16 <br /> � 18 0.16 <br /> For SI 1 inch=25.4 mm <br /> A <br /> DimA � - UimA � — <br /> � � /, \ <br /> SectlanA-A SeclionA-A 1 fn 1 in <br /> Opposite <br /> A <br /> FIGURE 6—DELTAGRIP*"SVSTEM DETIULS <br /> OELTAGRIP`""SYSTEM NOTES FOR TABLES 7,12 AND 14 <br /> 'See Figure 3 for tastener attachment patterns to suppoAs and see Figure 6 for DattaGrip"^Syslem tletails. / <br /> 'The dimension from Ihe firr•t and last sidelap connection within each span is lo be no more than one•half of the specified spacing. <br /> u/,inch minimum edge distance for mechanirally driven pin antl sell drillinq screws. . <br /> 'DGB-36 and DGN-24 Deck end Iap lo be 2 inch nominal��/-'/z inch over supports,no end lap requiretl for DG2W36 and DG3W-36. <br /> `For allowable shears,q„the allowable stress design safety tactor tor load combinations including earthquake loads of,f�=3.0 wilh welded <br /> connections or Q=2.5 for pins or screws,has been applied to tabulated velues. Plate like buckling qovems allowa6le shears ahove and to <br /> Ihe right of the heary line and a safety faclor of,fl=2.65 has been applied. <br /> °For factored shears,q„the resislance factor tor lo�d and resislance factor design for load combinations including eanhquake loatls of,�=0.5 <br /> wilh welded connections or�=0.6 for pins or sc'.ews has been applietl b ihe tabulaled values. Plate like buckling govems allowable shears <br /> above and to ihe right ol the heavy line antl a resistance factor of�=0.6 has been ap?lied. <br /> 'Allowable shear,q„and tactored shear,q„are for tliaphragms subjecl to load combinalions that includa earthqoake loatls. Adjustmonls may <br /> be matle lor load combinalions subject to wind loads per AISI Cold Fortned Sleel Desi�n Manual Sedion DS(see Teble 6). <br /> °Spacing,s,of are spot welds,pins or screws at marginal support members such as choNs and to collector elements such as sWts or ties <br /> shall have a spacinc�adequate to transfer Ihe actual required torce to ihe diaphragm. s=q,/q„where s is spacing in teet,q,�is actual <br /> required shear in pll,q�is nominal shear strength ot ihe weld or tastener in Ibs per Te61ea 4&5. <br /> °H is the vetlical load span ot deck unils(L,)divided by�he length(L)ol Ihe deck unil R=LJL <br /> 10lnterpolation ot shear and 1laxibilily values between adjacenl spans is pertnissible. <br /> "Accepta6le mechanically driven pins: <br /> ITW Buildex ER-4254 Hil�i ER-4373 Pneu�ek ER-3B29 <br /> BX72 pin X-EDNK-22 TH�12 pin SDK61075 pin <br /> BX74 pin X-EDN•19 TH012 pin SDK63075 pin <br /> ENP 2-27 L75 pin K64062 pin <br /> ENPH 2-21 L75 pin K64075 pin <br /> K66062 pin <br /> K66075 pin <br /> '�Acceptable self dnlling screws: <br /> ITW Buildex ER-0254 and EN-3056 <br /> 12-14 I.C.H.Tra�ec,Trazx,or TEK self dnllin�screw <br /> 12-24 I.C.Ii.Tm�oc,Tra�,or TEK selt drilling scraw. <br /> "DG2W-36 and DG3W-36 Shear values for screws shall be adjusted by faclor of 0.8 for 22 and 20 gage,0.9 for 18 and 1 G gage. <br /> • <br /> �n' <br />