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  1. tullj

    Design of Tertiary steelwork for a kingspan optimo flat panel

    Hi I am trying to design the secondary and tertiary steelwork to support a kingspan optimo flat panel. When I ring Kingspan they just tell me that tertiary steelwork is not required but when you read their product literature the erection tolerances of the cladding are greater than those listed...
  2. tullj

    Structural steel design in sub-zero temperatures

    If you designed this using the BS5950 you would design it using a special grade of steel whose design is based upon brittle fracture. ref clause 2.44.
  3. tullj

    Blast resistant structure

    Try refering to Factory Mutual Guidelines datasheet 1-44 damage limiting construction.
  4. tullj

    concrete testing regieme for slipformed concrete stack

    Hi I need some advice as to what you would recommend as a testing regieme for a slipformed concrete chimney stack. Specifically number of concrete cube tests per shift, or any other recomended tests. Is there any codes that give reference to this. Thanks Tullj
  5. tullj

    Testing of slipformed concrete chimney stack

    Hi I need some advice as to what you would recommend as testing regieme for a slipformed concrete chimney stack. Specifically number of concrete cube tests per shift, or any other recomended tests. Is there any codes that give reference to this. Thanks Tullj
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