TUBS
Concealed beam hanger TUBS
These concealed hangers ensure a completely invisible assembly. The slot in the head facilitates on-site installation. TUBS, factory bent, are suitable for skewed applications.
CE Marking
ETA
Service class 2
Electrogalvanized steel 20 µm
Fire resistance R 60
Product Details
Images
Joist on joist
Joist on post
Features
Application
Technical Data
Dimensions
Product characteristic capacities - Timber beam to timber beam - full nailing - with slope and skew α=30°
Table "Product characteristic capacities - Timber beam to timber beam - full nailing - with slope and skew α=30°" cannot be displayed : no references available.
R2,k capacities can be calculated as R2,k = R1,k x (nb of dowels - 1) / (nb of dowels).
The top dowel is not considered for the uplift capacities as it is placed in an open hole.
Product characteristic capacities - Timber beam to timber beam - full nailing - with slope and skew α=45°
Table "Product characteristic capacities - Timber beam to timber beam - full nailing - with slope and skew α=45°" cannot be displayed : no references available.
R2,k capacities can be calculated as R2,k = R1,k x (nb of dowels - 1) / (nb of dowels).
The top dowel is not considered for the uplift capacities as it is placed in an open hole.
Product characteristic capacities - Timber beam to timber beam - full nailing - with slope and skew α=60°
Table "Product characteristic capacities - Timber beam to timber beam - full nailing - with slope and skew α=60°" cannot be displayed : no references available.
R2,k capacities can be calculated as R2,k = R1,k x (nb of dowels - 1) / (nb of dowels).
The top dowel is not considered for the uplift capacities as it is placed in an open hole.
Product characteristic capacities - Timber beam to timber post - full nailing - with slope and skew α=30°
Table "Product characteristic capacities - Timber beam to timber post - full nailing - with slope and skew α=30°" cannot be displayed : no references available.
R2,k capacities can be calculated as R2,k = R1,k x (nb of dowels - 1) / (nb of dowels).
The top dowel is not considered for the uplift capacities as it is placed in an open hole.
Product characteristic capacities - Timber beam to timber post - full nailing - with slope and skew α=45°
Table "Product characteristic capacities - Timber beam to timber post - full nailing - with slope and skew α=45°" cannot be displayed : no references available.
R2,k capacities can be calculated as R2,k = R1,k x (nb of dowels - 1) / (nb of dowels).
The top dowel is not considered for the uplift capacities as it is placed in an open hole.
Product characteristic capacities - Timber beam to timber post - full nailing - with slope and skew α=60°
Table "Product characteristic capacities - Timber beam to timber post - full nailing - with slope and skew α=60°" cannot be displayed : no references available.
R2,k capacities can be calculated as R2,k = R1,k x (nb of dowels - 1) / (nb of dowels).
The top dowel is not considered for the uplift capacities as it is placed in an open hole.
Installation
Installation
Joist on joist
Joist on post
To view Left model
