Web(b) Where steel welding is used for the connection of the curtain wall supports, welding procedures and welders should be assessed/tested in accordance with the appropriate provisions of t he Annex A to the Code of Practice (CoP) for the Structural Use of Steel 2011. 2. The following conditions in respect of qualified supervision of works are Web1.2.1 According to BSI (2004a), the types of ribbed steel reinforcement bars suitable for use in concrete structures include Classes A, B and C steel bars with a yield strength varying between 400 MPa and 600 MPa. However, only Classes B and C ribbed steel reinforcement bars with a yield strength of 500MPa are covered in CS2:2012.
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