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<br /> PERFORMANCE DATA
<br /> FASTENING INNOVATIONS
<br /> 3 Tension and Shear Design Data for Power-Stud+ SD2 Anchors CODE LISTED
<br /> m in the Soffit of Concrete-Filled Steel Deck Assemblies'" ICC-ESESR-2502
<br /> O.:•
<br /> Nominal Anchor Size(inch)
<br /> Design Characteristics Notation Units
<br /> 0.375 0.5 0.625 0.75
<br /> 2 _ Anchor Category 1,2 or 3 1 1 1 1
<br /> Effective Embedment her In. 2.00 2.00 I 3.2 I 3.25 1 25 3.75
<br /> (mm) (51) (51) E3! (83) 08) (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, lbf 1,855 2,065 3,930 4,665 7,365 4,900
<br /> Detail A uncracked concrete over steel deck' N°.°" (kN) (8.3) (9.2) (17.5) (20.8) (32.8) (21.8)
<br /> 4-1/2-inch-wide Characteristic pullout strength, lbf 1,445 1,465 2,600 3,305 5,215 3,470
<br /> 2 deck flute cracked concrete over steel deck" N°•dea, (kN) (6.4) (6.5) (11.6) (14.7) (23.2) (15.4)
<br /> According to Characteristic pullout strength, N lbf 2,235 2,785 5,600 Not Not Not
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<br /> O Detail B uncracked concrete over steel deck' ° • (kN) (9.9) (12.4) (24.9) Applicable Applicable Applicable
<br /> XI 3 8-inch-wide Characteristic pullout strength, lbf 1,745 1,975 3,695 Not Not Not
<br /> deck flute cracked concrete over steel deck'' Npdcd° (kN) (7.8) (8.8) (16.4) Applicable Applicable Applicable
<br /> IA
<br /> According to Characteristic pullout strength, N lbf 1,600 2,025 Not Not Not Not
<br /> Detail C uncracked concrete over steel decks °•d*d`• (kN) (7.1) (9.0) Applicable Applicable Applicable Applicable
<br /> 1-3/4-inch-wide Characteristic pullout strength, lbf 1,250 1,435 Not Not Not Not
<br /> co deck flute cracked concrete over steel deck'_ N°d`d° (kN) (5.6) (6.4) Applicable Applicable Applicable Applicable
<br /> 0 Reduction factor for pullout strengths 0 - 0.65
<br /> m STEEL STRENGTH IN SHEAR FOR ANCHORS IN SOFFIT OF SAND-LIGHTWEIGHT AND NORMAL WEIGHT CONCRETE OVER STEEL DECK"
<br /> 2 m 4 According to Steel strength in shear, V�d�+ lbf 2,170 3,815 5,040 4,015 6,670 4,325
<br /> a Detail A concrete over steel deck (kN) (9.7) (17.0) (22.4) (17.9) (29.7) (19.2)
<br /> o- I 4-1/2-inch-wide Steel strength in shear,seismic, lbf 1,715 3,815 5,040 2,675 4,445 2,820
<br /> tri deck flute concrete over steel deck V..d3E,6 (kN) (7.6) (17.0) (22.4) (11.9) (19.8) (12.5)
<br /> ~ •
<br /> According to Steel strength in shear, lbf 3,040 2,675 4,930 Not Not Not
<br /> CDetail 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, lbf 2,400 2,675 4,930 Not Not Not
<br /> O deck flute concrete over steel deck V6•ded<" (kN) (10.6) (11.9) (21.9) Applicable Applicable Applicable
<br /> + According to Steel strength in shear, V lbf 2,170 2,880 Not Not Not Not
<br /> UI �1 Detail C concrete over steel deck (kN) (9.7) (12.8) Applicable Applicable Applicable Applicable
<br /> O 1-3/4-inch-wide Steel strength in shear,seismic, lbf 1,715 2,880 Not Not Not Not
<br /> N deck flute concrete over steel deck Vs..deck..a (kN) (7.6) (12.8) Applicable Applicable Applicable Applicable
<br /> Reduction factor for steel strength in shear,
<br /> concrete over steel decks 0.65
<br /> 1. For all design cases Y%°=1.0.For concrete compressive strength greater than 3,000 psi,Npn=(pullout strength value from table)*(specified concrete compressive strength/2500)^.
<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 Nad.m are for sand-lightweight concrete(f'4 min=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 N°.dea.°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.A.!,and V..•d.a•ro are for sand-lightweight concrete(f',.mn=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 She or 1.5 times the flute width.
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