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Table 9 -Stool design information for inserted threaded rod, in accordance with CSA A23.31 1+1
<br />Nominal anchor size / internal thread dia. (n)
<br />Setting information
<br />Symbol
<br />Unit
<br />3/8
<br />Nominal rod diameter
<br />cl d
<br />in.
<br />0.375
<br />Steel embed. material resistance factor for reinforcement
<br />qt,
<br />-
<br />0.85
<br />Resistance modification factor for tension, steel failure modes,
<br />R, "
<br />0.80
<br />ASTM A36 steel material'
<br />Min. specified A strength, ASTM A36 steel material
<br />f,d"
<br />psi
<br />58,000
<br />(MPs)
<br />(400)
<br />Rod effective cross -sectional area
<br />A.
<br />in 2
<br />0.0775
<br />(mm9
<br />(50)
<br />Factored steel resistance in tension ASTM A36 steel material 3
<br />N, and
<br />lb
<br />(kM
<br />4,495
<br />(zo.o)
<br />Factored steel resistance in tension, seismic ASTM A36 steel
<br />N '�ioO eO
<br />lb
<br />4,495
<br />material
<br />(kN)
<br />(20.0)
<br />Resistance modification factor for steel in shear ASTM A36
<br />Rr�m v
<br />-
<br />0.75
<br />steel material R
<br />Factored steel resistance in shear ASTM A36 steel material °
<br />V,,,"d
<br />lb
<br />(kM
<br />2,695
<br />(12.0)
<br />Factored steel resistance, seismic ASTM A36 steel material °
<br />V,,,"d,,,
<br />lb
<br />1,885
<br />(kM
<br />(a.a)
<br />1 Values provided for steel element material types, or equivalent, based on minimum specified strengths and calculated in accordance with CSA A23.314
<br />Eq. D.2 and Eq. D.30, as applicable.
<br />2 All values of R are applicable with the load combinations of CSA A23.3 Chapter 8. Values correspond to a ductile steel element.
<br />3 N,",,dW = N„„d T. R,,N where N„„ w tabular value above is precalculated from A.,,d fu". N," shall be the lower of N,",,d or N,,,,HDi-Prz for static steel
<br />strength in tension; for seismic loads. N„,,,, shall be the lower of N„,,, , or N.,,,,,. HDI-P TZ.
<br />4 V,,,,"dpp = V,,,"dpp (P, R,,v where V„,,d tabular value above is precalculated from 0.6 A,,,,d f.. and V,� must be taken as 0.7 V,,,,d. V,,, shall be the lower of
<br />V„,,,d or V,,,,Ho.Prz for static steel strength in tension; for seismic loading, V„. shall be the lower of V„,,,,,rod or V„,,,,HDi-Prz•
<br />INSTALLATION INSTRUCTIONS
<br />Installation Instructions For Use (IFU) are included with each product package. They can also be viewed or downloaded
<br />online at www.hilti.com or www.hilti.ca. Because of the possibility of changes, always verify that downloaded IFU are current
<br />when used. Proper installation is critical to achieve full performance. Training is available on request. Contact Hilt! Technical
<br />Services for applications and conditions not addressed in the IFU.
<br />7C.700. \ \ e i \/ T W
<br />Description
<br />Item number
<br />Flush anchor HDI-P TZ 3/8"
<br />2204029
<br />HDI-P TZ 3/8" MC (1200 PCS / MC)
<br />3596870
<br />HDI-P TZ 3/8" (1/3 Pallet = 9600 PCS)
<br />3596872
<br />HDI-P TZ 3/8" Pallet
<br />3597043
<br />HDI-P TZ 3/8" (300) with auto set tool
<br />3597044
<br />HDI-P TZ 3/8" (600) with auto set tool
<br />3597045
<br />HDI-P TZ 3/8" (1200) with 3 auto set tools
<br />3597046
<br />Accessories
<br />Description
<br />Item number
<br />Auto setting tool HDI-P TZ 3/8"
<br />2204112
<br />Setting tool HST HDI-P TZ 3/8"x20
<br />2204110
<br />434 Anchor Fastening Technical Guide Edition 21 13.0 ANCHORING SYSTEMS 13.3.13 HDI-P TZ FLUSH ANCHOR
<br />HIM, Inc. 1-800-879-8000I an espahol 1-800-879-5000I www.hllti.com I HIM (Canada) Corporation I wwmhlltl.ca I 1-800-363-4458
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