Technical Literature
General information
TSS/RVK/DTS/BSF Telescopic Connectors
- Telescopic Connectors Brochure: For Concrete Stair Landings and Structural Frames
- Cost Comparison using Rolled Steel Angles and Telescopic Connectors
- 30 Reasons why TSS and RVK Telescopic Connectors more efficient than Rolled Steel Angles
- Stair Landing Connections: Layout Options for Achieving Robustness Design
- Telescopic Connectors for Stair Landings: The ABC of Who Does What
- TSS Product Information
- RVK Product Information
- DTS Product Information
- BSF Product Information
- Product Selection Guide
REDiBOX Permanent Recess Former
Technical specifications
TSS Telescopic Connectors
- Capacities and Main Dimensions TSS 41/TSS 101 [Memo 53]
- Reinforcement Design TSS 41 [Memo 54c]
- Reinforcement Design TSS 101 [Memo 54d]
- Local Slab Reinforcement Patterns Verified By Tests TSS 41 [Memo 55c]
- Local Slab Reinforcement Patterns Verified By Tests TSS 101 [Memo 55d]
- Local Slab Reinforcement Patterns Verified By Tests TSS 102 [Memo 57]
- Reinforcement Design TSS 102 [Memo 60]
BSF Telescopic Connectors
Planning
- BSF Capacities and Minimum Beam and Column Dimensions [Memo 501]
- BSF Main Dimensions and Material Properties of Beam and Column Units [Memo 502]
- BSF Reference Levels in Design [Memo 503]
- BSF Tolerances [Memo 504]
- BSF Torsion [Memo 505]
- BSF Expansion Joints [Memo 506]
- BSF Connection Solutions [Memo 508]
- BSF Winter Conditions, Fire Protection and Corrosion [Memo 509]
- BSF Marking of the Units [Memo 510]
- A Short Guide to BSF Telescopic Connectors [Memo 551]
Design
- BSF Units Design of Reinforcement [Memo 521]
- BSF 225 Reinforcement in Beam End with Maximum Load 225kN [Memo 522a]
- BSF 300 Reinforcement in Beam End with Maximum Load 300kN [Memo 522b]
- BSF 450 Reinforcement in Beam End with Maximum Load 450kN [Memo 522c]
- BSF 700 Reinforcement in Beam End with Maximum Load 700kN [Memo 522d]
- BSF 1100 Reinforcement in Beam End [Memo 522e]
- BSF Example: Reinforcement Pattern in Column [Memo 523]
- BSF Design of Reinforcement, T-Connection Beam-Beam [Memo 526]
Production and Erection
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