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Tata Steel Structural Sections - Non-Bundled Using Straps Driver Training Programme

This program provides training on the safe handling and securing of Tata Steel's structural sections. Topics covered include load configurations, dunnage requirements, and strap usage. Suitable for drivers involved in transporting these products.

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Tata Steel Structural Sections - Non-Bundled Using Straps Driver Training Programme

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  1. Structural Sections - Non Bundled using straps P&O Ferrymasters Driver Training Programme 2019 v1 Tata Steel Ref – LRG-0003 SS Issue 1

  2. Structural Sections – Applicable products As rolled, ‘mill’ finish: • Universal beams and columns • Bearing piles • Parallel flange channels • Asymmetric beams

  3. Pyramid load configuration – ‘ over the top’ X 12 OR Lashing deflection from one tier to the next must be a minimum of 20°. This is to ensure: • sufficient clamping from the lashing to each tier. • the lashing remains ‘attached’ to the product when a force is applied. LRG-0003 Section 4.1

  4. Load configuration 20º rule

  5. X 12 OR Block load configuration – intermediate dunnage • Intermediate dunnage must be a minimum of 100x100mm square section timbers • The number of tiers on top must not exceed TWO, unless the product on top forms a pyramid. • Again, the strap deflection must be a minimum of 20 degrees. LRG-0003 Section 4.2

  6. Interlocked load configuration - block remedy sections OR X 12 • 2 bundles of interlocked sections may be placed on top of the intermediate dunnage. 2 bundles >> 4 tiers. LRG-0003 Section 4.3

  7. Load configuration – intermediate Dunnage • Intermediate dunnage to be placed 1 metre from the ends of the shortest product. • Maximum spacing of 3 metres.

  8. Load configuration - Short and long loads 9 x straps – up to 15t 7 x straps for 10t • Short lengths may be loaded one behind the other. Each group of product is to be treated separately to determine restraint requirements.

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