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Table 13- Hilti KWIK HUS-EZ I and KWIK HUS-EZ E in the soffit of uncracked lightweight concrete
<br /> over metal deck'2,3,4,5,6,1
<br /> Installation in lower flute Installation in upper flute
<br /> Nominal
<br /> Nominal internal Nominal Tension-N Shear Vr Tension-N, Shear-V
<br /> anchor thread embed. f'�=20 MPa f'�=30 MPa f'�=20 MPa f'.=30 MPa f'c=20 MPa f.=30 MPa f'.=20 MPa f.=30 MPa
<br /> diameter diameter depth (2,900 psi) (4,350 psi) (2,900 psi) (4,350 psi) (2,900 psi) (4,350 psi) (2,900 psi) (4,350 psi)
<br /> in. in. in.(mm) kN kN kN kN kN kN kN kN
<br /> 1-5/8 585 660 720 810
<br /> 1/4 1/4-20 (41) (2.6) (2.9) 475 475 (3.2) (3.6) 560 560
<br /> UNC 2-1/2 1,200 1,470 (2.1) (2.1) 1,255 1,535 (2.5) (2.5)
<br /> (64) (5.3) (6.5) (5.6) (6.8)
<br /> 1-5/8 585 660 720 810
<br /> 1/4 3/8-16 (41) (2.6) (2.9) 565 565 (3.2) (3.6) 845 845
<br /> UNC 2-1/2 1,200 1,470 (2.5) (2.5) 1,255 1,535 (3.8) (3.8)
<br /> (64) (5.3) (6.5) (5.6)
<br /> 3/8 1UNC (5) 1(4.9) 1(6.0) 1(5.8) 1(5.8) 1(7.6) (9.3) (9 0) (9.0)
<br /> Table 14- Hilti KWIK HUS-EZ I and KWIK HUS-EZ E in the soffit of cracked lightweight concrete
<br /> over metal deck'2,3,4,5,6,7,8
<br /> Installation in lower flute Installation in upper flute
<br /> Nominal
<br /> Nominal internal Nominal Tension N� Shear V� Tension-Nr Shear Vr
<br /> anchor thread embed. f'�=20 MPa f'�=30 MPa f'�=20 MPa f.=30 MPa f'�=20 MPa f'.=30 MPa f'�=20 MPa f.=30 MPa
<br /> diameter diameter depth (2,900 psi) (4,350 psi) (2,900 psi) (4,350 psi) (2,900 psi) (4,350 psi) (2,900 psi) (4,350 psi)
<br /> in. in. in.(mm) kN kN kN kN kN kN kN kN
<br /> 1-5/8 300 340 365 415
<br /> 1/4 1/4-20 (41) (1.3) (1.5) 475 475 (1.6) (1.8) 560 560
<br /> UNC 2-1/2 595 730 (2.1) (2.1) 625 765 (2.5) (2.5)
<br /> (64) (2.6) (3.2) (2.8) (3.4)
<br /> 1-5/8 300 340 365 415
<br /> 1/4 3/8-16 (41) (1.3) (1.5) 565 565 (1.6) (1.8) 845 845
<br /> UNC 2-1/2 595 730 (2.5) (2.5) 625 765 (3.8) (3.8)
<br /> (64) (2.6) (3.2) (2.8) (3.4)
<br /> 3/8 1/2-13 2-1/8 780 955 1,440 1,440 1,305 1,595 2,210 2,210
<br /> UNC (54) (3.5) (4.2) (6.4) (6.4) (5.8) (7.1) (9.8) (9.8)
<br /> 1 See Section 3.1.8 to convert design strength value to ASD value.
<br /> 2 Linear interpolation between embedment depths and concrete compressive strengths is not permitted.
<br /> 3 Tabular value is for one anchor per flute.Minimum spacing along the length of the flute is 6 3/8 inches.
<br /> 4 Tabular value is for lightweight concrete and no additional reduction factor is needed.
<br /> 5 No additional reduction factors for spacing or edge distance need to be applied.
<br /> 6 Comparison of the tabular values to the steel strength is not necessary.Tabular values control.
<br /> 7 Tabular values are for static loads only.For seismic conditions aN,sa,s=0.75
<br /> 8 For seismic shear,an additional factor must be applied to the cracked concrete tabular values for seismic conditions:aV Se15,=0.85
<br /> See Section 3.1.8 for additional information on seismic applications.
<br /> ALLOWABLE STRESS DESIGN FOR FM SPRINKLER SYSTEMS
<br /> Table 15- Hilti KWIK HUS-EZ I and KWIK HUS-EZ E tested load values for FM approval for automatic sprinkler systems'
<br /> Anchor diamenter Nominal embedment FM tension test load FM maximum pipe diameter
<br /> in. Hanger rod size in. lb. in.
<br /> 1/4 3/8-16 UNC 1-5/2 1/8 8 1,475 4
<br /> 3/8 1/2-13 UNC 2-1/8 3,800 8
<br /> 1 Tested in accordance with FM Approval Standard for Pipe Hanger Components for Automatic Sprinklers Systems Class Numbers 1951,1952 and 1953.
<br /> 344 Anchor Fastening Technical Guide Edition 19 13.0 ANCHORING SYSTEMS 1 3.3.7 KWIK HUS-EZ I AND KWIK HUS-EZ E CARBON STEEL SCREW ANCHOR
<br /> Hilti,Inc.(U.S.)1-800-879-8000 1 en espanol 1-800-879-5000 1 www.hilti.com 1 Hilti(Canada)Corporation 1 www.hilti.com 1 1-800-363-4458
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