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anning and Buildi
<br />CITY OF SANTA ANA
<br />ng Agency
<br />111-11-071
<br />PI
<br />Table 4 - Steel design strength for Hilti KH-EZ, KH-EZ P, KH-EZ PM, KH-EZ PL, KH-EZ C and KH EZ CRC Appro E
<br />FOR F&WIT I_
<br />Anchor Nominal Tensile 3 Shear 4 shear 5
<br />diameter embedment depth (PN- (PV- (PVsn
<br />in. (mm) in. (mm) lb (kN) lb (kN) lb (Al
<br />1/4 1-5/8 2-1/2 3,945 930 aster 35
<br />(6.4) (41) (64) (17.5) (4.1) Date: (3.7)
<br />1-5/8 2-1/8 5,980 2,200 2,200'
<br />3/8 (41) (54) (26.6) (9.8) (9.8)
<br />(9.5) 2-1/2 3-1/4 6,720 3,110 1,865
<br />(64) (83) (29.9) (13.8) (8.3)
<br />1/2 2-1/4 3 4-1/4 11,780 5,545 3,330
<br />(12.7) (57) (76) (108) (52.4) (24.7) (14.8)
<br />5J8 3-1/4 4 5 15,735 6,735 4,040
<br />(15.9) (83) (102) (127) (70.0) (30.0) (18.0)
<br />3/4 4 6-1/4 20,810 9,995 6,935
<br />(19.1) (102) (159) (92.6) (44.5) (30.8)
<br />1 See PTG Ed. 21 Section 3.1.8 to convert design strength value to ASD value.
<br />2 Hilti KH-EZ anchors are to be considered brittle steel elements.
<br />3 Tensile ¢N_ = ¢ A_ r f., as noted in ACI 318 Chapter 17.
<br />4 Shear values determined by static shear tests with rpVsa < (P 0.60 Ase,V futa as noted in ACI 318 Chapter 17.
<br />5 Seismic shear values determined by seismic shear tests with 4)Vm s cp 0.60 Aga fie as noted in ACI 318 Chapter 17.
<br />See PTG Ed. 21 Section 3.1.8 for additional information on seismic applications.
<br />mm
<br />Figure 2 Anchors not permitted
<br />in shaded area
<br />• + Case 2
<br />n
<br />E
<br />U
<br />Case 1
<br />E
<br />U
<br />Smin,2
<br />sConcrete
<br />Edge
<br />For a specific edge distance,
<br />the permitted spacing is calculated
<br />c�„ at smina
<br />as follows: 0
<br />a
<br />N
<br />+ (Smin,1 - Smin) �C - Cmin,2� design
<br />S Z Smin,2 �C - c in,2 c
<br />min,1 min,z at Smm,z
<br />m
<br />Cd-ign
<br />edge distance c
<br />Table 5 - Hilti KH-EZ, KH-EZ P, KH-EZ PM, KH-EZ PL, KH-EZ C and KH-EZ CRC specifications'
<br />Nominal anchor diameter
<br />Setting information Symbol Units
<br />1/4 3/8 1/2 5/8 3/4
<br />Effective minimum embedment h� in. 1.18 1.92 1.11 1 1.54 1.86 2.50 1.50 2.16 3.22 2.39 3.03 3.88 2.92 4.84
<br />Minimum member thickness hmin in. 3-1/4 4-1/8 3-1/4 3-2/3 4 4-7/8 4-1/2 4-3/4 6-3/4 5 6 7 6 8-1/8
<br />Case 1
<br />C'min,1 In. 1 1.50 1.75
<br />for smin,, >- in. 3 4
<br />Case 2
<br />cminz in. 2 1 2.78 2.63 1 2.75 2.92 3.75 1.75 1 3.63 1 4.57 5.81 1 4.41 1 7.28
<br />in
<br />for sm2 > in. 1.50 2.25 3
<br />1 Linear interpolation is permitted to establish an edge distance and spacing combination between Case 1 and Case 2.
<br />Linear interpolation for a specific edge distance c, where c_1 < c < cmm.z will determine the permissible spacings.
<br />A
<br />UANCE
<br />334 Anchor Fastening Technical Guide Edition 22 13.0 ANCHORING SYSTEMS 13.3.6 KWIK HUS-EZ SCREW ANCHOR
<br />Hilti, Inc. 1-800-879-8000 1 en espanol 1-800-879-5000 1 www.hilti.com I Hilti (Canada) Corporation I www.hilti.ca 1 1-800-363-4458
<br />1 See PTG Ed. 21 Section 3.1.8 to convert design strength value to ASD value.
<br />2 Hilti KH-EZ anchors are to be considered brittle steel elements.
<br />3 Tensile ¢N_ = ¢ A_ r f., as noted in ACI 318 Chapter 17.
<br />4 Shear values determined by static shear tests with rpVsa < (P 0.60 Ase,V futa as noted in ACI 318 Chapter 17.
<br />5 Seismic shear values determined by seismic shear tests with 4)Vm s cp 0.60 Aga fie as noted in ACI 318 Chapter 17.
<br />See PTG Ed. 21 Section 3.1.8 for additional information on seismic applications.
<br />mm
<br />Figure 2 Anchors not permitted
<br />in shaded area
<br />• + Case 2
<br />n
<br />E
<br />U
<br />Case 1
<br />E
<br />U
<br />Smin,2
<br />sConcrete
<br />Edge
<br />For a specific edge distance,
<br />the permitted spacing is calculated
<br />c�„ at smina
<br />as follows: 0
<br />a
<br />N
<br />+ (Smin,1 - Smin) �C - Cmin,2� design
<br />S Z Smin,2 �C - c in,2 c
<br />min,1 min,z at Smm,z
<br />m
<br />Cd-ign
<br />edge distance c
<br />Table 5 - Hilti KH-EZ, KH-EZ P, KH-EZ PM, KH-EZ PL, KH-EZ C and KH-EZ CRC specifications'
<br />Nominal anchor diameter
<br />Setting information Symbol Units
<br />1/4 3/8 1/2 5/8 3/4
<br />Effective minimum embedment h� in. 1.18 1.92 1.11 1 1.54 1.86 2.50 1.50 2.16 3.22 2.39 3.03 3.88 2.92 4.84
<br />Minimum member thickness hmin in. 3-1/4 4-1/8 3-1/4 3-2/3 4 4-7/8 4-1/2 4-3/4 6-3/4 5 6 7 6 8-1/8
<br />Case 1
<br />C'min,1 In. 1 1.50 1.75
<br />for smin,, >- in. 3 4
<br />Case 2
<br />cminz in. 2 1 2.78 2.63 1 2.75 2.92 3.75 1.75 1 3.63 1 4.57 5.81 1 4.41 1 7.28
<br />in
<br />for sm2 > in. 1.50 2.25 3
<br />1 Linear interpolation is permitted to establish an edge distance and spacing combination between Case 1 and Case 2.
<br />Linear interpolation for a specific edge distance c, where c_1 < c < cmm.z will determine the permissible spacings.
<br />A
<br />UANCE
<br />334 Anchor Fastening Technical Guide Edition 22 13.0 ANCHORING SYSTEMS 13.3.6 KWIK HUS-EZ SCREW ANCHOR
<br />Hilti, Inc. 1-800-879-8000 1 en espanol 1-800-879-5000 1 www.hilti.com I Hilti (Canada) Corporation I www.hilti.ca 1 1-800-363-4458
<br />1 Linear interpolation is permitted to establish an edge distance and spacing combination between Case 1 and Case 2.
<br />Linear interpolation for a specific edge distance c, where c_1 < c < cmm.z will determine the permissible spacings.
<br />A
<br />UANCE
<br />334 Anchor Fastening Technical Guide Edition 22 13.0 ANCHORING SYSTEMS 13.3.6 KWIK HUS-EZ SCREW ANCHOR
<br />Hilti, Inc. 1-800-879-8000 1 en espanol 1-800-879-5000 1 www.hilti.com I Hilti (Canada) Corporation I www.hilti.ca 1 1-800-363-4458
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