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Just to clarify the offence in question. Was down at site today and client informed me of reply from original engineers. So I fired off a sketch in response, as original engineers trying to justify bar orientation

Thanks for the reply BAretired. Project is in Mid Wales, UK. B1131 mesh is H12-100 centres longitudinal with H8-200 transverse. B785 mesh is H10-100 instead. I have redesigned the wall for a reduced stem height with the starter bars extending into the stem as the main longitudinal reinforcement...

Dear All Got a comprehensive redesign job for a residential extension onsite at present. The Client had a lot of difficulties with the previous Architect's and Structural Engineers. Neither bothered in coming down to site to oversee the works etc. Essentially this all came about for me as the...

many thanks for the clarification. I can add a marginalia in now to that effect

Dear All Going through the book "Structural Concrete - Strut and Tie Models for Unified Design" by Wai-Fah Chen (of structural stability and plasticity fame) I have come across a somewhat perplexing line in one of the examples - either that, or I am just missing the obvious. - see attached file...