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<br /> Table 16- Hilti KH-EZ, KH-EZ P, KH-EZ PM, KH-EZ PL, KH-EZ C and KH-EZ CRC in the soffit of uncracked lightweight
<br /> concrete over metal deck'2,3,4,5,6
<br /> Installation in lower flute Installation in upper flute
<br /> Nominal Tension-(pNn Shear-q)Vn Tension-q)Nn Shear-q)Vn
<br /> anchor Nominal
<br /> diameter embedment f'c=3,000 psi f'c=4,000 psi f'.=3,000 psi f'.=4,000 psi f'.=3,000 psi f'.=4,000 psi f'.=3,000 psi f'�=4,000 psi
<br /> in. in.(mm) lb(kN) lb(kN) lb(kN) lb(kN) lb(kN) lb(kN) lb(kN) lb(kN)
<br /> 1-5/8 545 595 725 725 670 730 725 725
<br /> 1/4 (41) (2.4) (2.6) (3.2) (3.2) (3.0) (3.2) (3.2) (3.2)
<br /> 2-1/2 1,220 1,410 1,325 1,325 1,275 1,470 1,960 1,960
<br /> (64) (5.4) (6.3) (5.9) (5.9) (5.7) (6.5) (8.7) (8.7)
<br /> 1-5/8 845 975 905 905 970 1,120 2,200 2,200
<br /> 41 3.8 4.3 4.0 4.0 4.3 5.0 9.8 9.8
<br /> 3/8 2-1/2 1,455 1,680 905 905 1,900 2,195 3,655 3,655
<br /> 64 6.5 7.5 4.0 4.0 8.5 9.8 16.3 16.3
<br /> 3-1/4 2,550 2,945 2,165 2,165
<br /> (83) (11.3) (13.1) (9.6) (9.6) n/a n/a n/a n/a
<br /> 2-1/4 850 980 965 965 905 1,045 4,710 4,710
<br /> 57 3.8 4.4 4.3 4.3 4.0 4.6 21.0 21.0
<br /> 1/2 3 1,990 2,300 1,750 1,750 n/a n/a n/a n/a
<br /> 6 8.9 10.2 7.8 7.8
<br /> 4-1/4 3,485 4,025 2,155 2,155
<br /> (108) (15.5) (17.9) (9.6) (9,6) n/a n/a n/a n/a
<br /> 3-1/4 2,715 3,135 2,080 2,080 n/a n/a n/a n/a
<br /> 5/8 83 12.1 13.9 9.3 9.3
<br /> 5 6,170 7,125 2,515 2,515 n/a n/a n/a n/a
<br /> 127 27.4 31.7 11.2 11.2
<br /> 3/4 14 2,715 3,135 2,255 2,255 n/a n/a n/a n/a
<br /> 02 12.1 13.9 10.0 (10.0)
<br /> Table 17 - Hilti KH-EZ, KH-EZ P,KH-EZ PM, KH-EZ PL, KH-EZ C and KH-EZ CRC in the soffit of cracked lightweight
<br /> concrete over metal deck''2,3,4,5,6
<br /> Installation in lower flute Installation in upper flute
<br /> Nominal Tension-4)1\1n7 Shear-q)Vne Tension-4)1\1n7 Shear-4)Vne
<br /> anchor Nominal
<br /> diameter embedmentT(27)
<br /> f' =4,000 psi f' =3,000 psi f' =4,000 psi f' =3,000 psi f' =4,000 psi f' =3,000 psi f'c=4,000 psi
<br /> in. in.(mm) lb lb(kN) lb(kN) lb(kN) lb(kN) lb(kN) lb(kN) lb(kN)
<br /> 1-5/8 305 725 725 340 370 725 725
<br /> 1/4 41 1.4 3.2 3.2 1.5 1.6 3.2 3.2
<br /> 2-1/2 700 1,325 1,325 635 735 1,960 1,960
<br /> 643.1 5.9 5.9 2.8 3.3 8.7 8.
<br /> 1-5/8 525 605 905 905 770 890 2,200 2,200
<br /> 41 2.3 2.7 4.0 4.0 3.4 4.0 9.8 9.8
<br /> 3/8 2-1/2 1,035 1,195 905 905 1,345 1,555 3,655 3,655
<br /> 64 4.6 5.3 4.0 4.0 6.0 6.9 16.3 16.3
<br /> 3-1/4 1,805 2,085 2,165 2,165
<br /> 83 8.0 9.3 9.6 g.g n/a n/a n/a n/a
<br /> 2-1/4 535 620 965 965 640 740 4,710 4,710
<br /> 57 2.4 2.8 4.3 4.3 2.8 3.3 21.0 21.0
<br /> 1/2 3 1,255 1,450 1,750 1,750 n/a n/a n/a n/a
<br /> 6 5.6 6.4 7.8 7.8
<br /> 4-1/4 2,195 2,535 2,155 2,155
<br /> 108 9.8 11.3 9.6 9.6 n/a n/a n/a n/a
<br /> 3-1/4 1,710 1,975 2,080 2,080 n/a n/a n/a n/a
<br /> 5/8 83 7.6 8.8 9.3 9.3
<br /> 5 3,885 4,485 2,515 2,515 n/a n/a n/a n/a
<br /> 127 17.3 20.0 11.2 11.2
<br /> 3/4 4 1,710 1,975 2,255 2,255 n/a n/a n/a n/a
<br /> 102 7.6 8.8 10.0 10.0
<br /> 1 See PTG Ed.19 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 3 x hnom(nominal embedment).
<br /> 4 Tabular values are 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 to steel values in table 4 is not required. Values in tables 16 and 17 control.
<br /> 7 Tabular values are for static loads only.Seismic design is not permitted for uncracked concrete.For seismic tension loads,multiply cracked concrete tabular
<br /> values in tension only by aN,�is=0.75.
<br /> See PTG Ed.19 Section 3.1.8 for additional information on seismic applications.
<br /> 8 For the following anchor sizes,an additional factor for seismic shear must be applied to the cracked concrete tabular values for seismic conditions:
<br /> 1/4-inch diameter-ays,=0.75
<br /> 3/8-inch diameter-a Sea=0.60
<br /> 1/2-inch diameter-oi,,,,,=0.60
<br /> 5/8-inch diameter-o(,,sa,s=0.60
<br /> 3/4-inch diameter-aV5.,,=0.70
<br /> 10 KWIK HUS-EZ SCREW ANCHOR-July 2020
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