HIT HY 200 Implementation Into PROFIS Anchor

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1 HIT HY 200 Implementation Into PROFIS Anchor This document provides a brief overview of some key HIT-HY 200 features, and how these features are implemented into PROFIS Anchor. The HIT-HY 200 chemical anchor system was introduced into PROFIS Anchor version on 1 March, An updated version (PROFIS Anchor 2.3.6) launched on 30 April, 2013 includes revised data corresponding to the data given in ICC-ES ESR-3187 (Revised April 2013). This data is derived from testing per the ICC-ES Acceptance Criteria AC308 can be used with the limit states design provisions of ACI Appendix D and IBC Table of Contents Page HIT-HY 200 anchor elements.. 1 Accessing HIT-HY 200 technical data via PROFIS Anchor... 2 Examples of design parameters in ESR HIT-Z threaded rod and hole condition Design report for HIT-Z threaded rod and hole condition 1. 5 HIT-Z threaded rod and hole condition ,7 Design report for HIT-Z threaded rod and hole condition 2.. 7,8 Using PROFIS Anchor to generate specification text 8,9 Using PROFIS Anchor to create general notes for a project. 10

2 Page 1 The HIT-HY 200 chemical anchor system can be used to resist seismic and nonseismic loads in cracked and uncracked concrete. Additional features specific to each anchor element in the portfolio are as follows: HIT-Z threaded rod: 3/8 3/4 diameter (Imperial units only), carbon and stainless steel, variable embedment depth. HAS threaded rod: 3/8 1 1/4 diameter (Imperial units only), carbon and stainless steel, variable embedment depth. Rebar: #3 #10 diameter (U.S. nomenclature and units only), ASTM A 615 Gr.40, ASTM A 615 Gr.60, ASTM A 706 Gr.60, variable embedment depth. HIS-N internally threaded inserts: 3/8 3/4 internal thread diameter (Imperial units only), carbon and stainless steel.

3 Page 2 In PROFIS Anchor, go to the Solution tab and click on the icon titled Approval to obtain ICC-ES ESR This report contains technical data and ACI /ICC-ES AC308 design provisions for the HIT-HY 200 chemical anchor system. This data is used in the Canadian version of PROFIS Anchor to perform limit states calculations for the HY 200 chemical anchor system.

4 Page 3 The Design Tables in ESR-3187 contain data for performing limit states design calculations per ACI Appendix D and ICC-ES AC308. ESR-3187 tables contain data that can be used to calculate steel strength, concrete breakout strength, pullout strength and bond strength in tension; as well as steel strength, concrete breakout strength and pryout strength in shear for the various anchor elements in the HY 200 portfolio. The above illustration shows data that can be used to calculate the nominal pullout strength for HIT-Z threaded rods.

5 Page 4 Hole condition 1 is an installation condition for HIT-HY 200 and HIT-Z threaded rods. This installation condition is available in the Canadian version of PROFIS Anchor when HY 200 and HIT-Z threaded rods have been selected via the option Chemical anchor design for Canada using ACI (LSD) in the Loads tab. Hole condition 1 does not require cleaning of the drilled hole. It does, however, require a deeper drilled hole compared to hole condition 2; as well as a thicker concrete member compared to hole condition 2. Refer to Table 8 in ESR-3187 for more information about parameters associated with hole condition 1 and hole condition 2. Refer to the illustration above. When hole condition 1 has been selected, and the concrete thickness that has been input is less than the minimum required for hole condition 1, a message will appear in the Message pane stating the required minimum thickness and suggesting selection of hole condition 2 as an alternate design option. The illustration below shows that the option to select hole condition 1 will greyedout, i.e. is not available as a design option, for all other Hilti anchor systems except HIT-HY 200 and HIT-Z threaded rods.

6 Page 5 The PROFIS Anchor design report section titled Input data shows the data that has been input by the user for an anchoring application. This data includes the installation method that has been selected. When hole condition 1 has been selected, the drilling operation is performed using a rotary hammer drill and a carbide drill bit. The parameter titled Installation will indicate the drilling method that has been selected in PROFIS Anchor. When HIT-HY 200 with a HIT-Z threaded rod is selected in PROFIS Anchor, and hole condition 1 is selected as the installation parameter, the Input data section of the design report will show the information in the illustration below. The design report section titled Installation data shows data relative to installation of the anchor system that has been selected. This data includes the hole cleaning method. The parameter titled Cleaning will indicate the cleaning method relevant to the anchor system that has been selected. When HIT-HY 200 with a HIT-Z threaded rod is selected in PROFIS Anchor, and hole condition 1 is selected as the installation parameter, the section titled Installation data will show the information in the illustration below. Note that when hole condition 1 has been selected, no cleaning of the drilled hole is required. Also note the minimum base material thickness and suggested hole depth for the anchor diameter and embedment that has been selected.

7 Page 6 Hole condition 2 is an installation condition for HIT-HY 200 and HIT-Z threaded rods. This installation condition is available in the Canadian version of PROFIS Anchor when HY 200 and HIT-Z threaded rods have been selected via the option Chemical anchor design for Canada using ACI (LSD) in the Loads tab. Hole condition 2 requires all of the dust created during drilling to be removed from the hole prior to injecting HY 200 adhesive and inserting the HIT-Z threaded rod. The drilled hole depth will be approximately the same as the embedment depth, which means the minimum concrete thickness required for hole condition 2 is less than that required for hole condition 1. Refer to Table 8 in ESR-3187 for more information about hole condition 1 and hole condition 2. Refer to the top illustration on page 4. When hole condition 1 has been selected, and the concrete thickness that has been input is less than the minimum required for hole condition 1, a message will appear in the Message pane stating the required minimum thickness and suggesting selection of hole condition 2 as an alternate design option. After viewing the illustration on page 4, view the illustration above. Note that it shows how selecting hole condition 2 instead of hole condition 1 permits use of a thinner concrete member. Also note that the drilled hole must be cleaned of all dust when hole condition 2 is selected. The tool tip makes reference to this requirement.

8 The illustration below shows that the option to select either hole condition 1 or hole condition 2 will greyed-out, i.e. is not available as a design option, for all other Hilti anchors. Page 7 The design report section titled Input data shows the data that has been input by the user for an anchoring application. This data includes the installation method that has been selected. When hole condition 2 has been selected, the suggested drilling operation is performed using a rotary hammer drill and a hollow carbide drill bit. The parameter titled Installation in the Input data section of the report will indicate the drilling method that has been selected in PROFIS Anchor. When HIT-HY 200 with a HIT-Z threaded rod is selected in PROFIS Anchor, and hole condition 2 is selected as the installation parameter, the Input data section of the design report will show the information in the illustration below. Reference Section in ESR-3187 for more information about Hilti hollow carbide drill bits, and hole cleaning using the Hilti Safe Set TM System.

9 Page 8 The design report section titled Installation data shows data relative to installation of the anchor system that has been selected. This data includes the hole cleaning method. The parameter titled Cleaning will indicate the cleaning method relevant to the anchor system that has been selected. When HIT-HY 200 with a HIT-Z threaded rod is selected in PROFIS Anchor, and hole condition 2 is selected as the installation parameter, the section titled Installation data will show the information in the illustration below. Note that when hole condition 2 has been selected, all of the dust generated during the drilling operation must be removed from the hole. Also note the minimum base material thickness and suggested hole depth for the anchor diameter and embedment that has been selected. Compare this to the information for hole condition 1 shown on page 5. PROFIS Anchor provides specification text that can be copied and placed on project plans. Go to the Solution tab and click on the icon titled Specification text.

10 Page 9 The illustration below shows that the PROFIS Anchor specification text references the anchor element, diameter, steel composition and any features specific to that particular system. The PROFIS Anchor specification text for the HIT-HY 200 adhesive anchor system will reference the Safe Set TM System. Refer to Section in ESR-3187 for more information about the Safe Set TM System. Specification text can be copied and pasted directly onto project plans. This permits a seamless transition from design to specification using PROFIS Anchor.

11 Page 10 PROFIS Anchor provides text that can be copied and placed in the general notes for a project. Go to the Solution tab and click on the icon titled General notes. The illustration below shows a portion of the information contained in the PROFIS Anchor General Notes text, which references various Hilti anchor systems. Note that the text for the HIT-HY 200 adhesive anchor system will reference the Safe Set TM System. Refer to Section in ESR-3187 for more information about the Safe Set TM System. The general notes text provided in PROFIS Anchor can be copied and pasted directly onto project plans. This text serves to identify various Hilti anchor systems that have been specified, or that can be used on the project. The text also identifies key features of Hilti anchor systems, which can be helpful in selecting the most feasible system for an anchoring application.