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Table 26- 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 1411
<br /> concrete over metal deck'2,3,4,5,6
<br /> Installation in lower flute Installation in upper flute
<br /> Nominal Tension-N Shear-V Tension-N Shear-V
<br /> anchor Nominal 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 embedment (2,900psi) (4,350psi) (2,900psi) (4,350psi) (2,900psi) (4,350psi) (2,900psi) (4,350psi)
<br /> in. in.(mm) lb(kN) lb(kN) lb(kN) lb(kN) lb(kN) lb(kN) lb(kN) lb(kN)
<br /> 1-5/8 585 660 665 665 720 810 665 665
<br /> 1/4 41 2.6 2.9 3.0 3.0 3.2 3.6 3.0 3.0
<br /> 2-1/2 1,200 1,470 1,220 1,220 1,255 1,535 1,805 1,805
<br /> 64 5.3 6.5 5.4 5.4 5.6 6.8 8.0 8.0
<br /> 1-5/8 830 1,020 835 835 950 1,165 2,030 2,030
<br /> 41 3.7 4.5 3.7 3.7 4.2 5.2 9.0 9.0
<br /> 3/8 2-1/2 1,430 1,755 835 835 1,865 2,285 3,365 3,365
<br /> (64) (6.4) (7.8) (3.7) (3.7) (8.3) (10.2) (15.0) (15.0)
<br /> 3-1/4 2,505 3,070 1,990 1,990 n/a n/a n/a n/a
<br /> 83 11.1 13.7 8.9 8.9
<br /> 2-1/4 835 1,020 885 885 890 1,090 4,335 4,335
<br /> 57 3. 4.5 3.9 3.9 4.0 4.8 19.3 19.3
<br /> 1 2 3 1,955 2,395 1,615 1,615 n/a n/a n/a n/a
<br /> / 6 8. 10.7 7.2 .2)
<br /> 4-1/4 3,425 4,195 1,985 1,985 n/a n/a n/a n/a
<br /> 108 15.2 18.7 8.8 8.8
<br /> 3-1/4 2,670 3,270 1,915 1,915
<br /> (83) (11.9) (14.5) (8.5) (8,5) n/a n/a n/a n/a
<br /> 5/8 5 6,070 7,430 2,315 2,315
<br /> 12 27.0 33.1 10.3 (10.3) n/a n/a n/a n/a
<br /> 4 2,670 3,270 2,075 2,075
<br /> 3/4 102 11.9 14.5 9.2 y 2 n/a n/a n/a n/a
<br /> Table 27- 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'2,1,4,1,6
<br /> Installation in lower flute Installation in upper flute
<br /> Tension-N 7 Shear-V B Tension-N 7 Shear-V e
<br /> Nominal
<br /> anchor Nominal 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 embedment (2,900psi) (4,350psi) (2,900psi) (4,350psi) (2,900psi) (4,350psi) (2,900psi) (4,350psi)
<br /> in. in.(mm) lb(kN) lb(kN) lb(kN) lb(kN) lb(kN) lb(kN) lb(kN) lb(kN)
<br /> 1-5/8 300 340 665 665 365 445 665 665
<br /> 1/4 (41) (1.3) (1.5) (3.0) (3.0) (1.6) (2.0) (3.0) (3.0)
<br /> 2-1/2 595 730 1,220 1,220 625 765 1,805 1,805
<br /> 64 2.6 3.2 5.4 5.4 2.8 3.4 8.0 8.0
<br /> 1-5/8 520 635 835 835 755 930 2,030 2,030
<br /> (41) (2.3) (2.8) (3.7) (3.7) (3.4) (4.1) (9.0) (9.0)
<br /> 3/8 2-1/2 1,015 1,245 835 835 1,325 1,620 3,365 3,365
<br /> 64 4.5 5.5 3.7 3.7 5.9 7.2 15.0 15.0
<br /> 3-1/4 1,775 2,175 1,990 1,990
<br /> 83 .g 9. (8.9) 8 9 n/a n/a n/a n/a
<br /> 2-1/4 525 640 885 885 630 770 4,335 4,335
<br /> 57 2.3 2.8 3.9 3.9 2.8 3.4 19.3 19.3
<br /> 3 1,235 1,510 1,615 1,615
<br /> 1/2 (76) (5.5) (6.7) (7.2) (7.2)
<br /> n/a n/a n/a n/a
<br /> 4-1/4 2,155 2,640 1,985 1,985
<br /> (108) (9.6) (11.7) (8.8) (8.8) n/a n/a n/a n/a
<br /> 3-1/4 1,680 2,060 1,915 1,915
<br /> 83 7.5 9.2 8.5 g.5) n/a n/a n/a n/a
<br /> 5/8 5 3,820 4,680 2,315 2,315
<br /> 12 17.0 20.8 10.3 10.3 n/a n/a n/a n/a
<br /> 4 1,680 2,060 2,075 2,075
<br /> 3/4 102 5 (9.2) (9.2) n/a n/a n/a n/a
<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 compresive 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 of the tabular values to the steel strength is not necessary.Tabular values 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 by the following reduction factors:
<br /> 1/4-in diameter by 1-5/8-in nominal embedment depth-aN,,�=0.60
<br /> All other sizes-a =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-o�,,sa,s=0.75
<br /> 3/8-inch diameter-a Seg=0.60
<br /> 1/2-inch diameter-(xv-,$=0.60
<br /> 5/8-inch diameter-av,,sa,s=0.60
<br /> 3/4-inch diameter-a Se1S=0.70
<br /> 16 KWIK HUS-EZ SCREW ANCHOR-July 2020
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