|
?owers
<br /> PERFORMANCE DATA
<br /> FASTENING INNOVATIONS
<br /> Tension and Shear Design Data for Power-Stud+ SD2 Anchors CbDl3 LISTI3D
<br /> in the Soffit of Concrete-Filled Steel Deck Assemblies" ICC-ESESR-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 ho in. 2`0 2.00 1 325 3.25 1 4,2S 3.75
<br /> (mm) 131; (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 dd Ibf 1,855 2,065 3,930 4,665 7,365 4,900
<br /> Detail A uncracked concrete over steel deck' pe "" (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" N""e'Q (M) (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 Not Not Not
<br /> Detail B uncracked concrete over steel deck' Npd"""° (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•&•" (M) (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 deck' (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 /> deck flute cracked concrete over steel deck'.3 N' (kN) (5.6) (6.4) Applicable Applicable Applicable Applicable
<br /> rD � PP� PP� PP� PP�
<br /> �Q Q Reduction factor for pullout strength6 0.65
<br /> r; S STEEL STRENGTH IN SHEAR FOR ANCHORS IN SOFFIT OF SAND-LIGHTWEIGHT AND NORMAL WEIGHT CONCRETE OVER STEEL DECK"
<br /> >c
<br /> According to Steel strength in shear, V k&d Ibf 2,170 3,815 5,040 4,015 6,670 4,325
<br /> Detail A concrete over steel deck (M) (9.7) (17.0) (22.4) (17.9) (29.7) (19.2)
<br /> Ln
<br /> o- 4-1/2-inch-wide Steel strength in shear,seismic, Ibf 1,715 3,815 5,040 2,675 4,445 2,820
<br /> n deck flute concrete over steel deck V.,dex,eq (M) (7.6) (17.0) (22.4) (11.9) (19.8) (12.5)
<br /> n ~ According to Steel strength in shear, V Ibf 3,040 2,675 4,930 Not Not Not
<br /> �.deck
<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, V Ibf 2,400 2,675 4,930 Not Not Not
<br /> ® deck flute concrete over steel deck �•de k,eq (kN) (10.6) (11.9) (21.9) Applicable Applicable Applicable
<br /> + According to Steel strength in shear, Vs,deck Ibf 2,170 2,880 Not Not Not Not
<br /> V1 Detail C concrete over steel deck (M) (9.7) (12.8) Applicable Applicable Applicable Applicable
<br /> Q 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 V.,deek,eq (M) (7.6) (118) Applicable Applicable Applicable Applicable
<br /> PPi PPi PPi PPi
<br /> Reduction factor for steel strength in shear, 0.65
<br /> concrete over steel deck'
<br /> 1. For all design cases W p=1.0.For concrete compressive strength greater than 3,000 psi,Nm=(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 NP,deck are for sand-lightweight concrete(f,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 Nn,deck,«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,.,de,k and V�d.keq are for sand-lightweight concrete(f',min=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 3ho or 1.5 times the flute width.
<br /> D
<br /> z
<br /> c
<br /> D
<br /> I
<br /> m
<br /> 2
<br /> D
<br /> Z
<br /> n
<br /> D
<br /> D
<br /> Z
<br /> n
<br /> O
<br /> OO
<br /> 0
<br /> 0
<br /> c
<br /> 0
<br /> Fg
<br /> G
<br /> 7 www.powers.com
<br />
|