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<br /> PERFORMANCE DATA, " �faxiantislsr?ovirers
<br /> Tension and Shear Design Data for Fouler-Stud+ S02 Anchors CODE,LISTIA
<br /> In the Soffit of Concrete-Filled Steel Deck Assemblies'Z' [CC-ESESR-2502
<br /> Design Characteristics Notation .Onits Hornlnal Anchor Size;(lnch)
<br /> 0.376 D.5 0.626 is 0.76
<br /> Anchor Category r2orEffective Embedment in. 2.00 2.00 3.25 3.25 4.25 3.75
<br /> (mm) (51) (51) (83} (83) (10� (95)
<br /> Minimum Nominal Embedment Depth in. 2-3/8 2-1/2 3.3/4 3-7/8 4-7/8 4-1/2
<br /> (ntm) (60) (64) (83) (98) (124) (114)
<br /> Minimum Hole DepU1 ho in. 2-5/8 2-3/4 4 4-1/4 5-1/4 5
<br /> (67)(nim) (70) (102) (108) (1331 (27)
<br /> POLLODr STRENGTH INTENSION FOR ANCHORS IN SOFFIT OF SAND LIGH[WEIGNT AND NORMAL-WEIGHT CONCRETE OM STEEL DECK'
<br /> According to Characteristic pullout strength, lbf 1,855 2,065 3,930 4,665 7.365 4,900
<br /> uncracked concrete over steel deck' N°.k kx a
<br /> " Detail A (kN) (6,3) (9.2) (17.5) _ (20.8) (32.6) (21.8)
<br /> 4-1/2-inch-,:vide Characteristic pullout strength, Ibf 1,445 1,465 2,600 3,305 5,215 3,470
<br /> deck flute cracked concrete over steel deck" N'°�°v (kN) (6.4) (6.5) (11.6) (14.7) (23.2) (15.4)
<br /> According to Characteristic pullout strength, Ibf 2,235 2,785 5,600 4,480 7,265 Not
<br /> Detail B uncraeked concrete over steel deck' Nv.ae.�+. A (9.9) (12,4) (24,9) (19.9) (32.3) Applicable
<br /> 3-7/8-frith-wide Characteristic pullout strength, Ibf 1.745 1,975 3,695 3,175 5,145 Not
<br /> deck flute cracked concrete over steel deck'.' NDdou" (W) (7.8) (8.8) (16.4) (14.1) (22.9) Applicable
<br /> According to Characteristic pullout strength, Ibf 1,600 2,025 Not Not Not Not
<br /> Detail C uncradked concrete over steel deck' NP°��`""' (kN) p.1) (9.0) Applicable Applicable Applicable Applicable
<br /> 0 1 3/4 incclh wide Characteristic pullout strength, Ibf 1,250 1,435 Not Not Not Not
<br /> deck flute cracked concrete over steel deck'.' NrANka {IcN) (5,G 6.4 livable) ( ) App Applicable Applicable Applicable
<br /> m Reduction factor for pullout strength` 0,65
<br /> STEEL STRENGTHEN SHEAR FOR ANCHORS IN SOFFIT OF SANOdlG11TWEIGHT MO NORMAL WEIGHT.CONCRETE OVER STEEL DECK"
<br /> b ' According to Steel strength in shear, Ibf 2,170 3,815 5,040 4,015 6,670 4,326
<br /> Detail concrete over steel deck Vwet (kN} (9.7) (17.0) (22.4) (17.9) (29.7) (19.2)
<br /> 4-1/2-inch-wide Steel strength in shear,seismic, Ibf 1,715 31815 5,040 2,675 4.445 2,820
<br /> JIM
<br /> deck flute concrete over steel deck V�aA, (IcN) (7.6) (17.0) (22.4) (11.9) (19.8) (12.5)
<br /> IWO According to Steel strength in shear, V� Ibf 3,040 2,675 4,930 Not Not Not
<br /> Detail$ concrete over steel deck lW I) (13.5) (11.9) (21.9) Applicable Applicable Applicable
<br /> 3 7/8 inch vride Steel strength in shear,seismic, V � Ibf 2,400 2,675 4,930 Not Not Not
<br /> deck flute
<br /> �. concrete over steel deck (kN} (10.6) (11,9) (21.9) Applicable Applicable Applicable
<br /> According to Steel strength in shear, V�aKx Ibf 2,170 2,880 Not Not Not Not
<br /> >D Detail C concrete over steel deck (9.7) (12.8) Applicable Apptfcabfe Applicable Applicable
<br /> N 1-3/4-inch-vride Steel strength In shear,seismic, Ibf 11715 2,880 Not Not Not Not
<br /> deck flute concrete over steel deck V,&%kN (kldj (7.6) (12,8) Applicable Applicable Applicable Applicable
<br /> A.
<br /> ` Reduction factor for steel strength in shear, 0.65
<br /> concrete over steel deck`
<br /> 1. For all design rases Rp=1.0.For concrete compressive strength greater Ulan 3,000 psi,6=(pullout strength value from taW..e)'(specified concrete mmpresske strengtlMOOr,
<br /> For all anchors n=1/2 Wth exception of the 3/8-Inch•dianieler anchor sloe,Wwre n=1/3.
<br /> 2, Values for%,wi are for sand-lighn,,elght concrete(1'aev=3,000 psi)and additional lighh,'elghl concrete reduction factors need not be applied.In addition,evaluation for the concrete
<br /> breakout capacity In accordance with ACI 318.1417.4.2 or ACI 318 D.5.2,as applicable,is not required for anchors installed in the deck soffit(flute).
<br /> 3. Values for No.w,.are applicable for seismic loading.
<br /> 4. Shear loads for anchors installed through steel deck into concrete may be applied in any direction.
<br /> 5. Values for V.e«x and Vw.,*N are for sand•lighhvelghl concrete(f'a b=3.000 psi}and additional lighwek,hl concrete reduction factos need riot be applied.In addition,evaluation for the
<br /> concrete breakout capacity in accordance vhih ACI 318.1417.5.2 or ACI 318 0.6.2.as applicallo and the p qwl capacity in accordance vbth ACI 318-1417.5.3 or ACI 318-11 D.6.3,as
<br /> applicable,Is not required for anchors installed in the deck soffit(Ilute).
<br /> 6. AI values of 0 vrere detemnlned from the bad combinations of RC Section 1605.2,ACI 318.14 Section 5.3 of ACI 318-11 Section 0.2,as applicable.II the load combination of ACI 318-11
<br /> Appendix C are used,then the appropriate value of¢must be determined in accordance with ACI 318-11 DAA.
<br /> 7. Anchors shall have an axlal spacing along the flute soffit equal to the greater of 31m or 1.5 times the flute vndth,
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