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Collar Beam Connection with Cleat TB-HKK
Collar Beam Connection with Cleat
TB-HKK
This toolbox module can be used to provide proof of a one-part collar beam connection with a cleat. The force is transmitted via contact pressure in the pressure surfaces between the collar beam and rafter or collar beam and cleat. The resulting connecting force is broken down into both components orthogonally to the pressure surfaces. The pressure proofs of both contact members are carried out.
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SHOW MORECalculations
- Verification in the rafter-collar beam compression area
- Verification in the pressure area collar beam – cleat
Required number of nails:
The program calculates the statically required number of nails for a given nail diameter. The geometric arrangement and any reductions are NOT taken into account!
Documents
- Word
- Printer
Output
Standard output
Standards
- DIN EN 1995
- ÖNORM EN 1995
Support resources
News
ALLPLAN is releasing powerful updates for structural analysis and design with FRILO 2025
Highlights include a direct interface to ALLPLAN for more efficient reinforcement of concrete columns, the new PLUS program SLS+ for the design of splice connections, and the option of designing transverse joints to timber beams with the HO12+.
Merger of FRILO Software and DC Software with ALLPLAN successfully completed
The merger of FRILO Software GmbH and DC-Software Doster & Christmann GmbH with the ALLPLAN Group has been legally completed since July 1, 2024.
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