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Recent content by Bubik

  1. Bubik

    Protection of RC Silo walls from excessive heat

    thank you all
  2. Bubik

    Protection of RC Silo walls from excessive heat

    Thanks for the reply..what is a colling jacket in a slip form?
  3. Bubik

    Protection of RC Silo walls from excessive heat

    HI everyone, We are constructing a number of silos in high heat conditions ( approx. 50 degrees Celsius). We are worried that the cement hydration temperature will exceed 75 degrees Celsius( as it happened with other silos). The method of construction is slip forming. Does anyone know any...
  4. Bubik

    Carrier Shift from Structural (buildings) to Offshore Structural Eng.

    Hi Everone. I have a general question regarding a career change. I have 8 years of experience in the design of buildings (steel, concrete, etc.) and thinking about switching to marine (offshore) structural engineering. My job isn't as well paid as I wish, there are crazy deadlines, and I can't...
  5. Bubik

    Eurocde load combination for lateral deflection due to wind

    Hi everyone, I am not used to Eurocode as I design mostly in BS. However, I wonder what Eurocode SLS combination with wind do you guys use to check lateral deflection of a portal frame at eaves( due to wind). In BS I always do 1.5 wind + 1.0 Dead..what about in Eurocode? Many thanks!!
  6. Bubik

    stability of the haunch in a rafter

    HTURKAK Extremely helpful!! once again thanks
  7. Bubik

    stability of the haunch in a rafter

    HTURKAK It makes perfect sense, thank you
  8. Bubik

    stability of the haunch in a rafter

    Thank you for your answer. The provided document describes plastic analysis however , I will be designing elastically The approach is to consider different modes of failure in order to validate the haunch section, just the way a member in compersion and bending would be checked Because...
  9. Bubik

    stability of the haunch in a rafter

    Hi everyone, I am designing a pitched portal frame elastically and need to check the stability of the haunched section of a rafter. As I don't have an option to use software , I have to do it by hand. I know how to conduct checks (lateral torsional buckling,combined lateral and axial,bending...
  10. Bubik

    Line load under shear wall?

    Thank you all, it's great!!
  11. Bubik

    Line load under shear wall?

    Hi everyone I have been tasked to provide the value of a line load under a timber wall subjected to wind load. The wall will sit on a beam. I know how to calculate pressure under shear wall/retaining wall, but I have no clue how to approach the problem. All they need is the line load from...
  12. Bubik

    FEM Flat Slab Design

    Thank you all for your input..it is great
  13. Bubik

    FEM Flat Slab Design

    Trenno Spot on, that is exactly what it feels like
  14. Bubik

    FEM Flat Slab Design

    JLNJ It is the first time I hear about the overstrength combinations..would you please elaborate on thaT?
  15. Bubik

    FEM Flat Slab Design

    JoshPlumSE PTI publication Design Fundamentals of Post-Tensioned Concrete Floors is great, do you happen to have any more publications like that on the subject?
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