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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
© Copyright 2015 - 2018 ABB. All rights reserved.
7 Reference information
7.8 HILTI adhesive anchor
Содержание IRBT 2005
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