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Recent content by oneintheeye

  1. oneintheeye

    punching capacity of unreinforced slab

    DWHA I absolutly agree.(with conditions) but I dont have access to ACI being an american code.
  2. oneintheeye

    punching capacity of unreinforced slab

    of course would have thought that is obvious. You are not considering the steel per say, just the confining effect of the bars.
  3. oneintheeye

    punching capacity of unreinforced slab

    it is plain, or only has very nominal. It is ground supported. The BS codes do not calculate just concrete, the allowable figures take into account the dowelling action of the steel. In the equation is an AS value. If this is 0 the answer is zero. You could size so that the entire footing is in...
  4. oneintheeye

    punching capacity of unreinforced slab

    my code deals with RC conc. i.e combines the dowelling action of the bars with the concrete. As is included in this relationship.
  5. oneintheeye

    punching capacity of unreinforced slab

    does anyone know how to prove punching of a column on a unreinforced or 'lightly' RC slab. ground supported?
  6. oneintheeye

    baseplate/column in uplift

    i would generally agree but to me a baseplate in US is a base plate in UK i.e. flat piece of steel. If its not failing in US under x load in US/Australia then it won't fail here regardless of how I prove it.
  7. oneintheeye

    baseplate/column in uplift

    cheers asinxth. in the equation what is b1. i.e what is the moment in figure 5.12.8 a? bolt spacing 300 long ways 200 short ways? not asking for you to giv me answer but what figures are where?
  8. oneintheeye

    baseplate/column in uplift

    I haven't a scanner available. Its a 610 UB column. Uplift applied with shear at braced bay. Bolts inside the column flanges 300 apart and 200 apart in other direction (4 no).
  9. oneintheeye

    baseplate/column in uplift

    bolts inside but looking at it generally really. Can picture the mechanism but how to do a quick hand check?
  10. oneintheeye

    baseplate/column in uplift

    checking baseplate bending, can do it for bending but not simple supported with axial tension (uplift).
  11. oneintheeye

    baseplate/column in uplift

    sorry Uk based. Unless that is freely available
  12. oneintheeye

    baseplate/column in uplift

    how do you confirm capacity of simple column baseplate in uplift conditions. Uplift dived by 4 bolts (plus any prying force). Baseplate? thanks.
  13. oneintheeye

    water retaining structures

    well I'm talking about liquids in general but i see your point. It seems a strange sudden jump from 35 degrees max to 200 max. But yes certain industrial applications do go over 50.
  14. oneintheeye

    water retaining structures

    what temperature of liquid is considered to be ok for standard designs. I am looking at BS8007 which states a temperature of approx 35 degree celcius. The equivilent Eurocode which we are now swithching to has a range of -20 to 200 degrees celcius. Why the massive disparity? 8007 is a dated (now...

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