Hilti HIT-200 System Replaces HIT-HY 150

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  • 7/22/2019 Hilti HIT-200 System Replaces HIT-HY 150

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    Hilti, Inc.

    5400 South 122ndEast AvenueTulsa, OK 74146

    (918) 252-6000

    May 1, 2013

    RE: New Hilti HIT-HY 200 Safe Set Adhesive Anchoring System replacesHIT-HY 150 MAX and HIT-HY 150 MAX-SD Adhesive Anchoring Systems

    To Whom It May Concern:

    The new Hilti HIT-HY 200 Adhesive Anchoring System is now available as a direct

    replacement for both the HIT-HY 150 MAX and HIT-HY 150 MAX-SD AdhesiveAnchoring systems in concrete applications. The Hilti HIT-HY 150 MAX and HIT-HY

    150 MAX-SD have been set to phase-out status.

    The Hilti HIT-HY 200 Adhesive Anchoring System is a fast cure adhesive with superior

    load performance, flexible working times, and offers Contractors improved installationreliability. The Hilti Safe SetTechnology eliminates the most load-effecting and time-

    consuming step in the installation process: cleaning the hole before injection of theadhesive.

    In the majority of concrete anchoring applications, the HIT-HY 200 Adhesive hasequivalent or higher published load values compared to the HIT-HY 150 MAX or HIT-

    HY 150 MAX-SD products. For your reference, the attached published load capacity

    tables provide a comparison of these three adhesive anchoring systems in three differentuses: uncracked concrete, cracked concrete, and seismic.

    For additional technical information, please refer to the HIT-HY 200 Technical

    Supplement or download a free copy of the Hilti PROFIS Anchor software.

    Additional HIT HY-200 technical information: www.us.hilti.com/hy200

    Hilti PROFIS Anchor software: www.us.hilti.com/profis

    Our engineering support team is available to answer any additional questions you may

    have at (800) 879-8000.

    Regards,

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    Reference Load Capacit y Tables fo r HY200 versus HY150 MAX and HY150 MAX-SD

    Diameter (in ) Embedment (in )Note 3

    3.375 3653 S 3653 S 3653 S 2699 B 1799 B 648 B 540 B

    4.5 3653 S 3653 S 3653 S 3599 B 2398 B 864 B 720 B

    7.5 3653 S 3653 S 3653 S 3653 S 3653 S 1439 B 1199 B

    2.75 4499 C 4499 C 4499 C 2952 B 2142 B 708 B 643 B

    4.5 6688 S 6688 S 6688 S 4830 B 3506 B 1159 B 1052 B

    6 6688 S 6688 S 6688 S 6441 B 4674 B 1546 B 1402 B

    10 6688 S 6688 S 6688 S 6688 S 6688 S 2576 B 2337 B

    3.125 5450 C 5450 C 5450 C 3861 C 3274 B 1012 B 982 B

    5.625 10650 S 10650 S 10650 S 7591 B 5894 B 1822 B 1768 B

    7.5 10650 S 10650 S 10650 S 10121 B 7859 B 2429 B 2358 B

    12.5 10650 S 10650 S 10650 S 10650 S 10650 S 4048 B 3929 B

    3.5 6460 C 6460 C 6460 C 4576 C 4576 C 1367 B 1373 C

    6.75 15762 S 15762 S 15762 S 10982 B 9108 B 2636 B 2732 B

    9 15762 S 15762 S 15762 S 14643 B 12143 B 3514 B 3643 B

    15 15762 S 15762 S 15762 S 15762 S 15762 S 5857 B 6072 B

    3.5 6460 C 7268 C 7268 C 4576 C 4576 C 1373 C 1373 C

    7.875 21755 S 21755 S 21755 S 12668 B 12509 B 3800 B 3753 B

    10.5 21755 S 21755 S 21755 S 16891 B 16679 B 5067 B 5004 B

    17.5 21755 S 21755 S 21755 S 21755 S 21755 S 8445 B 8339 B

    4 7893 C 8880 C 8880 C 5591 C 5591 C 1677 C 1677 C

    9 26639 C 28465 B 26465 B 16619 B 16467 B 4986 B 4940 B

    12 28541 S 28541 S 28541 S 22159 B 21956 B 6648 B 6587 B

    20 28541 S 28541 S 28541 S 28541 S 28541 S 11080 B 10978 B

    5 11031 C 12689 B 7814 C 2344 C

    11.25 37229 C 28550 B 26140 B 7842 B

    15 45669 S 38067 B 34854 B 10456 B

    25 45669 S 45669 S 45669 S 17427 B

    NOTES:

    1. Load capacity for a single carbon steel HAS threaded rod with no edge restrictions and no limit on concrete thickness in accordance with ACI 318-08.

    2. Seismic load values include 0.4 reduction per ACI 318 -08 Part D.3.3.6. S steel failure

    2. Concrete compressive strength = 4000 psi. C concrete breakout

    3. Embedment depths correspond to: h ef, min , 9da,12d a , 20d a . B bond failure4. Tension failure modes are color coded as fo llows:

    HY200

    7/8

    1

    1 1/4

    Load (lb ) Load (lb )

    3/8

    1/2

    5/8

    3/4

    Seismic/Cracked Concrete

    HY150 MAX HY150 MAX-SD HY200 HY150 MAX-SD

    Uncracked Concrete Cracked Concrete

    Load (lb )see note 2

    Load (lb )see note 2

    HY200 HY150 MAX-SDLoad (lb ) Load (lb ) Load (lb )

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    Reference Load Capacity Tables for HY200 versus HY150 MAX and HY150 MAX-SD

    Diameter (in) Embedment (in)Note 3

    3.375 4294 B 3334 B 3334 B 2699 B 1799 B 648 B 540 B

    4.5 5726 B 4445 B 4445 B 3599 B 2398 B 864 B 720 B

    7.5 6435 S 6435 S 6435 S 5998 B 3997 B 1439 B 1199 B

    4.5 7634 B 5927 B 5927 B 4830 B 3506 B 1159 B 1052 B

    6 10179 B 7903 B 7903 B 6441 B 4674 B 1546 B 1402 B

    10 11700 S 11700 S 11700 S 10734 B 7790 B 2576 B 2337 B

    5.625 11028 B 9261 B 9261 B 7591 B 5894 B 1822 B 1768 B

    7.5 15904 B 12348 B 12348 B 10121 B 7859 B 2429 B 2358 B

    12.5 18135 S 18135 S 18135 S 16868 B 13098 B 4048 B 3929 B

    6.75 17177 B 13336 B 13336 B 10982 B 9108 B 2636 B 2732 B

    9 22902 B 17781 B 17781 B 14643 B 12143 B 3514 B 3643 B

    15 25740 S 25740 S 25740 S 24405 B 20239 B 5857 B 6072 B

    7.875 21804 C 18151 B 18151 B 126668 B 12509 B 3040 B 3753 B

    10.5 31172 B 24202 B 24202 B 16891 B 16679 B 4054 B 5004 B

    17.5 35100 S 35100 S 35100 S 28151 B 27798 B 6756 B 8339 B9 26639 C 23708 B 23708 B 16619 B 16467 B 3989 B 4940 B

    12 40715 B 31611 B 31611 B 22159 B 21956 B 5318 B 6587 B

    20 46215 S 46215 S 46215 S 36932 B 36593 B 8864 B 10978 B

    10.125 31787 C 25389 B 21127 B 5070 B

    13.5 48939 C 33852 B 28169 B 6761 B

    22.5 58500 S 56420 B 46949 B 11268 B

    11.25 37229 C 30996 B 26140 B 6274 B

    15 57318 C 41793B

    34854B

    8365B

    25 74295 S 69655 B 58089 B 13941 B

    NOTES:

    1. Load capacity for a single ASTM A 615, Gr. 60 reinforcing bar with no edge restrictions and no limit on concrete thickness in accordance with ACI 318-08.

    2. Seismic load values include 0.4 reduction per ACI 318-08 Part D.3.3.6. S steel failure

    2. Concrete compressive strength = 4000 psi. C concrete breakout

    3. Embedment depths correspond to: h ef, min , 9da,12d a , 20d a . B bond failure

    4. Tension failure modes are color coded as follows:

    Seismic/Cracked Concrete

    #9

    #10

    Uncracked Concrete

    #7

    #8

    Load (lb) Load (lb)

    #3

    #4

    #5

    Load (lb)see note 2

    Cracked Concrete

    Load (lb)see note 2

    HY200 HY150 MAX-SD

    #6

    Load (lb) Load (lb) Load (lb)

    HY200 HY150 MAX HY150 MAX-SD HY200 HY150 MAX-SD