ABB IRBT 2005, Product Manual

Page: 279 / 290

7.8 HILTI adhesive anchor
Overview
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Basic data (for a single anchor)
All data in this section applies to:
• Correct setting (See setting instruction)
• No edge distance and spacing influence
• Steel failure
• Base material thickness, as specified in the table
• One typical embedment depth, as specified in the table
• One anchor material, as specified in the tables
• Concrete C 20/25, fck,cube = 25 N/mm²
• Temperate range I (min. base material temperature -40°C, max. long
term/short term base material temperature: +24°C/40°C)
• Installation temperature range -5°C to +40°C
M16 anchor
125 Typical embedment depth [mm]
i
210 Base material thickness [mm]
5.8 Carbon steel, strength class
75,6 Mean ultimate resistance:concrete C 20/25 – fck,cube = 25 N/mm², anchor HAS
Tensile NRu,m HAS [kN]
37,8 Mean ultimate resistance:concrete C 20/25 – fck,cube = 25 N/mm², anchor HAS
Shear VRu,m HAS [kN]
60,0 Characteristic resistance: concrete C 20/25 – fck,cube = 25 N/mm², anchor HAS
Tensile NRk HAS [kN]
36,0 Design resistance: concrete C 20/25 – fck,cube = 25 N/mm², anchor HAS
Shear VRk HAS [kN]
40,0 Recommended loads
ii
: concrete C 20/25 – fck,cube = 25 N/mm², anchor HAS
Tensile NRd HAS [kN]
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Product manual - IRBT 2005 279
3HAC051130-001 Revision: F
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7 Reference information
7.8 HILTI adhesive anchor