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3003 W CASINO RD BLDG 40-26 2025-12-01
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3003 W CASINO RD BLDG 40-26 2025-12-01
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Last modified
12/1/2025 11:37:03 AM
Creation date
11/18/2025 11:50:13 AM
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Address Document
Street Name
W CASINO RD
Street Number
3003
Tenant Name
BLDG 40-26
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KWIK HUS-EZ Screw Anchor Technical Supplement <br /> DESIGN INFORMATION IN HOLLOW CORE CONCRETE PER ALLOWABLE STRESS DESIGN <br /> Table 34- Hilti KH-EZ, KH-EZ P, KH-EZ PM, KH-EZ PL, KH-EZ C and KH-EZ CRC allowable stress design values <br /> for installations into hollow core concrete panels',' <br /> Min.effective Allowable load' Ultimate load <br /> Anchor diameter embedment hef <br /> (inches) (inches) Tension Shear Tension Shear <br /> 1/4 1-1/8 400 610 1600 2440 <br /> 1-3/8 1 455 755 1 1810 3025 <br /> 3/8 1 1-1/8 1 435 1 890 1 1740 1 3560 <br /> 1 The admissible anchor location must be established to prevent damage to the prestressed cable during the drilling process. Verify the location and height of the <br /> cable with the hollow core plank supplier to confirm admissible anchor location. <br /> 2 Minimum compressive strength of prestressed concrete is 7,000 psi.Published ultimate loads represent the average results conducted in local base materials. <br /> Due to variations in materials and dimension]configurations,on-site testing is required to determine the actual performance. <br /> 3 Allowable loads calculated with a factor of safety of 4. <br /> Figure 8- Installation of Hilti KH-EZ, KH-EZ P, KH-EZ PM, <br /> KH-EZ PL, KH-EZ C and KH-EZ CRC in hollow core concrete <br /> QAnchor <br /> f <br /> hef 1 1 t <br /> KWIK HUS-EZ SCREW ANCHOR-July 2020 21 <br />
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