AB-S
No dimple-ribs, stainless steel (70 90 105)
They are suitable for joints in load-bearing wood construction. In the case of increased demands on load capacity, we recommend using the crease. AB angle is suitable as connecting means for the connection with a small load. They are suitable for joints in wood and other materials with nails or screws.
DoP:
DE-DoP-E06 / 0106
CE Marking
ETA
Service class 3
Stainless steel A4
Product Details
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Features
Application
Technical Data
Dimensions
Product Dimensions
Table "Product Dimensions" cannot be displayed : no references available.
Product capacities - Beam to beam - maximum nailing
Table "Product capacities - Beam to beam - maximum nailing" cannot be displayed : no references available.
1) R4/5,k is determined for beam width b = 75 mm and essentricity e = 130 mm. See ETA for other values of b and e.
Product capacitiues - Beam to beam - minimum nailing
Table "Product capacitiues - Beam to beam - minimum nailing" cannot be displayed : no references available.
The load capacity belongs to a load group with the modification factor kmod.
1) R4/5,k is determined for beam width b = 75 mm and essentricity e = 130 mm. See ETA for other values of b and e.
If the overall structure prevents the rotation of the purlin, the load values R1,k and R2/3,k in an assembly with only one bracket equal to half of the given value in table 2. See ETA if the purlin is able to rotate.
Product capacities - Beam to column
Table "Product capacities - Beam to column" cannot be displayed : no references available.
Product capacities - trimmer connection
Table "Product capacities - trimmer connection" cannot be displayed : no references available.
Product capacities - Timber to concrete
Table "Product capacities - Timber to concrete" cannot be displayed : no references available.
Simplified characteristic capacities - beam to beam
Table "Simplified characteristic capacities - beam to beam" cannot be displayed : no references available.
The published characteristic capacity is based on short term load duration and service class 2 according to EC5 (EN 1995) – kmod = 0.9. For other load duration and service class, please refer to the ETA to get more accurate capacities.
Simplified characteristic capacities - beam to concrete
Table "Simplified characteristic capacities - beam to concrete" cannot be displayed : no references available.
The published characteristic capacity is based on short term load duration and service class 2 according to EC5 (EN 1995) – kmod = 0.9. For other load duration and service class, please refer to the ETA to get more accurate capacities
Installation
Installation