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Home / Products / Toolboxes / Rafter Base Point with Cleat
  • TB-HSK user interface
    TB-HSK user interface

Rafter Base Point with Cleat

TB-HSK

With the TB-HSK module, rafter foot points with cleats can be verified with transverse and normal forces (e.g. of rafter or collar beam roofs).

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Design Output options Standards

Discover now more programs from the section Toolboxes Timber!

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Calculations
  • Verification of notching for shear force, if necessary with output of the required reinforcing force.
  • Compression perpendicular to the grain in all affected joints.
  • Compression parallel to the grain in all affected joints.

Note: Lifting forces, wind suction anchorages and fixings in concrete are not dealt with.

Documents
  • PDF
  • Word
  • Printer
Output

Standard output

Standards
  • DIN EN 1995
  • ÖNORM EN 1995

Support resources

Manual
Manual

News

13.11.2024
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+.

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Die geschwungene Fassade der Konzernzentrale (©Thilo Ross)
03.07.2024
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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Events

You may also be interested in these programs

TB-HSF
Rafter Base Point
TB-HSV
Rafter Base Point with Haunched Cleat
DPD+
Purlin-/Rafter Roof
DKD+
Collar Beam Roof
DGK+
Hip-/Valley Rafter

Thank you for your enquiry!

The merger of FRILO Software GmbH and DC-Software GmbH with ALLPLAN, completed and announced on 1 July, is leading to an increased volume of telephone and e-mail inquiries. In addition, necessary maintenance work in our CRM and ERP systems is causing temporary irregularities and delays in our operating processes. We, therefore, ask you to forgive us for the longer waiting times. We will endeavor to process your request as quickly as possible.

Thank you for your understanding.

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