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DEWALT
<br /> PERFORMANCE DATA ENGINEERED BY"Towers
<br /> Tension and Shear Design Data for Power-Stud+ S02 Anchors (ODI:LIS'17:1)
<br /> in the Soffit of Concrete-Filled Steel Deck Assemblies'z,' 1 ICC-ES ESR-2502 16)
<br /> Design Characteristics Notation Units Nominal Anchor Size(inch)
<br /> 0.375 0.5 0.62500 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 /> Minimum Nominal Embedment Depth hnom in. 2-3/8 2-1/2 3-3/4 3-7/8 4-7/8 4-1/2
<br /> (mm) (60) (64) (83) (98) (124) (114)
<br /> Minimum Hole Depth ho in. 2-5/8 2-3/4 4 4-1/4 5-1/4 5
<br /> (mm) (67) (70) (102) (108) (133) (27)
<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, Np,deck,uncr Ibf 1,855 2,065 3,930 4,665 7,365 4,900
<br /> Detail A uncracked concrete over steel deck (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 deck23 Np,deck,cr (kN) (6.4) (6.5) (11.6) (14.7) (23.2) (15.4)
<br /> According to Characteristic pullout strength, N uncr deck P, Ibf 2,235 2,785 5,600 4,480 7,265 Not
<br /> Detail B uncracked concrete over steel deck2 , (kN) (g.g) (12.4) (24.9) (19.9) (32.3) Applicable
<br /> 3-7/8-inch-wide Characteristic pullout strength, Ibf 1,745 1,975 3,695 3,175 5,145 Not
<br /> deck flute cracked concrete over steel deck23 Np,deck,cr (kN) (7.8) (8.8) (16.4) (14.1) 1 (22.9) Applicable
<br /> = According to Characteristic pullout strength, Ibf 1,600 2,025 Not Not Not Not
<br /> ccDetail C uncracked concrete over steel deck2 Np,aegk,gper (kN) (7.1) (9.0) Applicable Applicable Applicable Applicable
<br /> -0 1-3/4-inch-wide Characteristic pullout strength, Ibf 1,250 1,435 Not Not Not Not
<br /> � deck flute cracked concrete over steel deck',' Np,deck,cr (kN) (5.6) (6.4) Applicable Applicable Applicable Applicable
<br /> 0 m Reduction factor for pullout strength' 0.65
<br /> STEEL STRENGTH IN SHEAR FOR ANCHORS IN SOFFIT OF SAND-LIGHTWEIGHT AND NORMAL WEIGHT CONCRETE OVER STEEL DECK''
<br /> m y According to Steel strength in shear, V Ibf 2,170 3,815 5,040 4,015 6,670 4,325
<br /> Detail A concrete over steel deck sa,tleck (kN) (9.7) (17.0) (22.4) (17.9) (29.7) (19.2)
<br /> CCD 4-1/2-inch-wide Steel strength in shear,seismic, Ibf 1,715 3,815 5,040 2,675 4,445 2,820
<br /> cc C deck flute concrete over steel deck Vsa,deck,eq
<br /> (kN) (7.6) (17.0) (22.4) (11.9) (19.8) (12.5)
<br /> CD According to Steel strength in shear, Vsa,deck Ibf 3,040 2,675 4,930 Not Not Not
<br /> x O Detail B concrete over steel deck (kN) (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 /> I y Vsa
<br /> deck flute concrete over steel deck ,deck,eq (kN) (10.6) (11.9) (21.9) Applicable Applicable Applicable
<br /> 0 According to Steel strength in shear, Vsa,deck Ibf 2,170 2,880 Not Not Not Not
<br /> D Detail C concrete over steel deck (kN) (9.7) (12.8) Applicable Applicable Applicable Applicable
<br /> 0 1 3deckfluteide Steel strength in shear,seismic, Ibf 1,715 2,880 Not Not Not Not
<br /> concrete over steel deck Vsa,tleckeq (kN) (7.6) (12.8) Applicable Applicable Applicable Applicable
<br /> Reduction factor for steel strength in shear, 0.65
<br /> concrete over steel deck'
<br /> 1. For all design cases Y�,P=1.0.For concrete compressive strength greater than 3,000 psi,Npa=(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,aeck are for sand-lightweight concrete(f', in=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,deck,cr 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 Va d.k and Vae.d.k as are for sand-lightweight concrete(f'e,mm=3,000 psi)and additional lightweight concrete reduction factors need not be applied.In addition,evaluation for the
<br /> concrete breakout capacity in accordance with ACI 318-1417.5.2 or ACI 318 D.6.2,as applicable and the pryout capacity in accordance with 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(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 318-11
<br /> 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 31he,or 1.5 times the flute width.
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