Table 12 — Hilti KCM-MD Short Plate and Long Plate factored tension resistance in the soffit of uncracked sand-lightweight concrete over metal deck ( B profile ) 1 , 2 , 3 , 4 , 5 , 6 , 7 , 8
Upper flute per Figure 4A Lower flute per Figure 4C
Anchor Nominal embed . in . ( mm )
SP 1 / 4 ” -3 / 8 ”
SP 3 / 8 ” -1 / 2 "
SP 3 / 8 ” -1 / 2 " -5 / 8 "
SP 5 / 8 ” -3 / 4 ”
LP 1 / 4 ” -3 / 8 ”
LP 3 / 8 ” -1 / 2 "
LP 3 / 8 ” -1 / 2 " -5 / 8 "
LP 5 / 8 ” -3 / 4 " f ́c = 20 MPa ( 2,900 psi ) lb ( kN )
Tension - N r f ́c = 30 MPa ( 4,350 psi ) lb ( kN ) f ́c = 20 MPa ( 2,900 psi ) lb ( kN )
Tension - N r f ́c = 30 MPa ( 4,350 psi ) lb ( kN )
1.88 2,655 3,250 555 675 ( 48 ) ( 11.8 ) ( 14.5 ) ( 2.5 ) ( 3.0 ) 2.13 3,300 4,040 580 710 ( 54 ) ( 14.7 ) ( 18.0 ) ( 2.6 ) ( 3.2 ) 2.63 4,180 5,120 635 775 ( 67 ) ( 18.6 ) ( 22.8 ) ( 2.8 ) ( 3.4 ) 2.65 4,180 5,120 ( 67 ) ( 18.6 ) ( 22.8 )
- -
1.96 2,655 3,250 2,655 3,250 ( 50 ) ( 11.8 ) ( 14.5 ) ( 11.8 ) ( 14.5 ) 2.21 3,300 4,040 3,300 4,040 ( 56 ) ( 14.7 ) ( 18.0 ) ( 14.7 ) ( 18.0 ) 2.71 4,180 5,120 4,180 5,120 ( 69 ) ( 18.6 ) ( 22.8 ) ( 18.6 ) ( 22.8 ) 2.72 4,180 5,120 4,180 5,120 ( 69 ) ( 18.6 ) ( 22.8 ) ( 18.6 ) ( 22.8 )
Table 13 — Hilti KCM-MD Short Plate and Long Plate factored tension resistance in the soffit of cracked sand-lightweight concrete over metal deck ( B profile ) 1 , 2 , 3 , 4 , 5 , 6 , 7 , 8
Upper flute per Figure 4A Lower flute per Figure 4C
Anchor Nominal embed . in . ( mm )
SP 1 / 4 ” -3 / 8 ”
SP 3 / 8 ” -1 / 2 "
SP 3 / 8 ” -1 / 2 " -5 / 8 "
SP 5 / 8 ” -3 / 4 ”
LP 1 / 4 ” -3 / 8 ”
LP 3 / 8 ” -1 / 2 "
LP 3 / 8 ” -1 / 2 " -5 / 8 "
LP 5 / 8 ” -3 / 4 " f ́c = 20 MPa ( 2,900 psi ) lb ( kN )
Tension - N r f ́c = 30 MPa ( 4,350 psi ) lb ( kN ) f ́c = 20 MPa ( 2,900 psi ) lb ( kN )
Tension - N r f ́c = 30 MPa ( 4,350 psi ) lb ( kN )
1.88 2,125 2,600 440 540 ( 48 ) ( 9.5 ) ( 11.6 ) ( 2.0 ) ( 2.4 ) 2.13 2,640 3,230 465 565 ( 54 ) ( 11.7 ) ( 14.4 ) ( 2.1 ) ( 2.5 ) 2.63 3,345 4,095 505 620 ( 67 ) ( 14.9 ) ( 18.2 ) ( 2.2 ) ( 2.8 ) 2.65 3,345 4,095 ( 67 ) ( 14.9 ) ( 18.2 )
- -
1.96 2,125 2,600 2,125 2,600 ( 50 ) ( 9.5 ) ( 11.6 ) ( 9.5 ) ( 11.6 ) 2.21 2,640 3,230 2,640 3,230 ( 56 ) ( 11.7 ) ( 14.4 ) ( 11.7 ) ( 14.4 ) 2.71 3,345 4,095 3,345 4,095 ( 69 ) ( 14.9 ) ( 18.2 ) ( 14.9 ) ( 18.2 ) 2.72 3,345 4,095 3,345 4,095 ( 69 ) ( 14.9 ) ( 18.2 ) ( 14.9 ) ( 18.2 )
1 See Section 3.1.8.6 to convert design strength value to ASD value . 2 Linear interpolation between concrete compressive strengths is not permitted . 3 Tabular value is for one anchor per flute . Minimum spacing along the length of the flute is 3 x h ef
( effective embedment ).
4 Tabular values are for normal weight or sand-light weight concrete . 5 No additional reduction factors for spacing or edge distance need to be applied . 6 Compare tabular value to the insert steel strength values in Tables 11A or 11B and threaded rod steel strength values in Table 18 . The lesser of the values is to be used for the design . 7 Tabular values are for static loads only . For seismic tension loads , multiply cracked concrete tabular values in tension by α N , seis
= 0.75 . See PTG ED . 19 , Section 3.1.8.7 for additional information on seismic applications . 8 For Hilti KCM-MD anchors , calculation of static and seismic concrete strength in shear is not required . See Tables 11A or 11B for shear calculations .
456 Anchor Fastening Technical Guide Edition 22 | 3.0 ANCHORING SYSTEMS | 3.3.16 KCM-MD CAST-IN ANCHOR Hilti , Inc . 1-800-879-8000 | en español 1-800-879-5000 | www . hilti . com | Hilti ( Canada ) Corporation | www . hilti . ca | 1-800-363-4458