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<br /> PERFORMANCE DATA FASTENING INNOVATIONS
<br /> Tension and Shear Design Data for Power-Stud+ SD2 Anchors COD17 LIS1I11:1)
<br /> in the Soffit of Concrete-Filled Steel Deck Assemblies'2,7 ICC-ES ESR-2502
<br /> Nominal Anchor Size(inch)
<br /> Design Characteristics Notation Units
<br /> 0.375 0.5 0.625 0.75
<br /> Anchor Category 1,2 or 3 1 1 1 1
<br /> Effective Embedment her in. 2.00 2.00 3.25 3.25 4.25 3.75
<br /> (mm) (51) (51) (83) (83) (108) (95)
<br /> PULLOUT STRENGTH IN TENSION FOR ANCHORS IN SOFFIT OF SAND LIGHTWEIGHT AND NORMAL-WEIGHT CONCRETE OVER STEEL DECK'
<br /> According to Characteristic pullout strength, N Ibf 1,855 2,065 3,930 4,665 7,365 4,900
<br /> Detail A uncracked concrete over steel deck' P•deck,nncr (kN) (8.3) (9.2) (17.5) (20.8) (32.8) (21.8)
<br /> 4-1/2-inch-wide Characteristic pullout strength, Ibf 1,445 1,465 2,600 3,305 5,215 3,470
<br /> deck flute cracked concrete over steel deck',' Np,deck,cr (M) (6.4) (6.5) (11.6) (14.7) (23.2) (15.4)
<br /> According to Characteristic pullout strength, N Ibf 2,235 2,785 5,600 Not Not Not
<br /> Detail B uncracked concrete over steel deckZ P•deck,uncr (kN) (9.9) (12.4) (24.9) Applicable Applicable Applicable
<br /> 3-7/8-inch-wide Characteristic pullout strength, Ibf 1,745 1,975 3,695 Not Not Not
<br /> deck flute cracked concrete over steel deck•' NP,deckxr (kN) (7.8) (8.8) (16.4) Applicable Applicable Applicable
<br /> According to Characteristic pullout strength, N Ibf 1,600 2,025 Not Not Not Not
<br /> Detail C uncracked concrete over steel deckZ P•deck,uncr (M) (7.1) (9.0) Applicable Applicable Applicable Applicable
<br /> 1-3/4-inch-wide Characteristic pullout strength, Ibf 1,250 1,435 Not Not Not Not
<br /> rD deck flute cracked concrete over steel deck'' NP,de k`r (kN) (5.6) (6.4) Applicable Applicable Applicable Applicable
<br /> rp � PP� Pp� pP� PP�
<br /> Reduction factor for pullout strength' 0 1 0.65
<br /> m STEEL STRENGTH IN SHEAR FOR ANCHORS IN SOFFIT OF SAND-LIGHTWEIGHT AND NORMAL WEIGHT CONCRETE OVER STEEL DECK45
<br /> k
<br /> According to Steel strength in shear, VsM.k Ibf 2,170 3,815 5,040 4,015 6,670 4,325
<br /> c� Detail A concrete over steel deck (kN) (9.7) (17.0) (22.4) (17.9) (29.7) (19.2)
<br /> o 4-1/2-inch-wide
<br /> flute
<br /> Steel strength in shear,seismic, Vu,deck,eq Ibf 1,715 3,815 5,040 2,675 4,445 2,820
<br /> concrete over steel deck (kN) (7.6) (17.0) (22.4) (11.9) (19.8) (12.5)
<br /> C According to Steel strength in shear, VsaAd k Ibf 3,040 2,675 4,930 Not Not Not
<br /> Detail B concrete over steel deck (M) (13.5) (11.9) (21.9) Applicable Applicable Applicable
<br /> 3-7/8-inch-wide Steel strength in shear,seismic, Ibf 2,400 2,675 4,930 Not Not Not
<br /> p deck flute concrete over steel deck Vsa,deck,eq (kN) (10.6) (11.9) (21.9) Applicable Applicable Applicable
<br /> + According to Steel strength in shear, Vsa,dKk Ibf 2,170 2,880 Not Not Not Not
<br /> Detail C concrete over steel deck (M) (9.7) (12.8) Applicable Applicable Applicable Applicable
<br /> v 1-3/4-inch-wide Steel strength in shear,seismic, Ibf 1,715 2,880 Not Not Not Not
<br /> N
<br /> deck flute concrete over steel deck Usa,deckeq (M) (7.6) (12.8) Applicable Applicable Applicable Applicable
<br /> PP PP PP PP
<br /> Reduction factor for steel strength in shear, 0.65
<br /> concrete over steel deck'
<br /> 1. For all design cases Y%r=1.0.For concrete compressive strength greater than 3,000 psi,Np=(pullout strength value from table)'(specified concrete compressive strength/2500)1.
<br /> For all anchors n=1/2 with exception of the 3/8-inch-diameter anchor size,where n=1/3.
<br /> 2. Values for NP•deck are for sand-lightweight concrete(f'c,mm=3,000 psi)and additional lightweight concrete reduction factors need not be applied.In addition,evaluation for the concrete
<br /> breakout capacity in accordance with ACI 318-14 17.4.2 or ACI 318 D.5.2,as applicable,is not required for anchors installed in the deck soffit(flute).
<br /> 3. Values for NP,aeckcr 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.,aeck and V:a,aedceq are for sand-lightweight concrete(f'c,mm=3,000 psi)and additional lightweight concrete reduction factors need not be applied.In addition,evaluation
<br /> for the concrete breakout capacity in accordance with ACI 318-14 17.5.2 or ACI 318 D.6.2,as applicable and the pryout capacity in accordance with ACI 318-14 17.5.3 or ACI 318-11
<br /> D.6.3,as applicable,is not required for anchors installed in the deck soffit(flute).
<br /> 6. All values of 0 were determined from the load combinations of IBC Section 1605.2,ACI 318-14 Section 5.3 or ACI 318-11 Section 9.2,as applicable.If the load combinations of ACI
<br /> 318-11 Appendix C are used,then the appropriate value of 0 must be determined in accordance with ACI 318-11 D.4.4.
<br /> 7. Anchors shall have an axial spacing along the flute soffit equal to the greater of 3her or 1.5 times the flute width.
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