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  • Users: drasticxx
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  1. drasticxx

    ACI 318 General Questions

    Thank you
  2. drasticxx

    ACI 318-11 Special SWAY FRAM

    Hi In the code this clause is not totally clear R21.5.4.2 when he calculate MPl, which combinations he used is it the envelope combinations for all cases(gravity +lateral) or envelope for earthquake combinations only and regarding wu he will take only the combinations for gravity load only or...
  3. drasticxx

    ACI 318 General Questions

    AIC318-11
  4. drasticxx

    Composite structure in AISC

    Thank you again
  5. drasticxx

    Composite structure in AISC

    KOOTK, I have to stay, I am so proud of your knowledge and way of thinking..so happy to be here with us in the forum. Regarding our point,I don't have specific example,I am just try to generate way of thinking, as you said many research has utilize the ability of studs or bond to prevent slip...
  6. drasticxx

    Composite structure in AISC

    Hi guys We all know the concept of development length for steel bars in concrete(ACI CODE),now of composite beams with I steel beam (AISC)for example if the steel and concrete are acting together using steel concrete bond or using shear studs ,in this case there is no need for development...
  7. drasticxx

    ACI 318 General Questions

    Thank you,[medal] any calcification for point 4 and 5
  8. drasticxx

    Double Reinforcement in ACI 318

    Just Curious why there is no hook in compression?what is the scientific interpretation?
  9. drasticxx

    Crack and Uncracked Walls ACI

    Thank you
  10. drasticxx

    ACI 318 General Questions

    Hello Guys 1) I am designing according to the ACI code, but I would like to follow the IBC for earthquake zone design instead of ASCE, so my question if I do so which load combinations I should pick, the one based on IBC,or the one based on ASCE(the same as ACI) to make results consistent or it...
  11. drasticxx

    Crack and Uncracked Walls ACI

    Hey In ACI cracked and un-cracked Ie (Walls) are different 0.7 and o,35 respectively,so when when i design how can i predict which one to pick??
  12. drasticxx

    Double Reinforcement in ACI 318

    thank you
  13. drasticxx

    Double Reinforcement in ACI 318

    Thank you Regarding your second point,fy in the development length equation(according to ACI) ,will be replaced fs developed in compression steel,actually this will be the case for all compression development length calculations,am I right? but stop ,on the other hand the idea for development...
  14. drasticxx

    Double Reinforcement in ACI 318

    Hello, 1. As far as I know the development length should be developed from both side of the maximum moment point,hence for negative moment for the top steel corner ,we use hook to achieve development form the end corner side and use straight length from the other continuous side 2. If what I...

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