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Ayesha

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Everything posted by Ayesha

  1. Ayesha
    It is an informative share but please quote the source too when you post something from the internet.
  2. Ayesha
    Not true! On a lighter note, normally your Boss would tell you that and bump up the steel by 30%.
  3. Ayesha
    Nicely explained.
  4. Ayesha
    When you know what you are doing, its doesnt matter its fast track or slow track!
  5. Ayesha
    I prefer adding such effects manually. Once you have your stresses just do manual calculations and superimpose
  6. Ayesha
    Good question, anyone knows the answer?
  7. Ayesha
    I can check it, if you do it neatly.
  8. Ayesha
    it is always a good idea to check. Takes 10 mins
  9. Ayesha
    Yes it would be. Keep it simple & straight.
  10. Ayesha
    What is the update jammer? did u design it? or using rule of thumb ?
  11. Ayesha
    Thats an overkill. Dont do it for undergrad. Even @ grad level things can be confusing involving dynamics. The best system for you would be comparing different Lateral force resisting system for a commercial building with simple plan and elevation in terms of constructability, cost, labour, ease of construction etc. This suggestion has already been posted in forum, i am just repeating it here.
  12. Ayesha
    I doubt if an app would be successful, but book idea is good.
  13. Ayesha
    MOI is more pronunced in bending. For Compression and Tension, it is not invovled.
  14. Ayesha
    You might also think about turning the column 90 degree. Plus your drawing is wrong too. What it looks from section is a central beam running through the CL and cantilever stairs. Plan doesnt give that feeling.
  15. Ayesha
    I would say forums are the best way to learn. It takes time but its worth it.
  16. Ayesha
    Why do you need Ontario Building Code. Isnt the main code for Canada National Building Code??
  17. Ayesha
    This is not a manual calculation. How do I know if your forumlas are right in excel. The only way to check this calculation is to make a new calculation.
  18. Ayesha
    In US, I have seen classrooms, that have a capacity limit. Max 45 people.
  19. Ayesha
    No once can teach you designing unless you are working on a real life project with real stress and pressure.
  20. Ayesha
    submit your manual calculations.
  21. Ayesha
    Draw using this. http://www.sepakistan.com/topic/3-etabssap2000-dome-geometry/
  22. Ayesha
    Have you checked what load combo SAFE determines as max for punching and checked your values manually against that combo? I am saying this because, due to seismic, you can have large compression on columns, and manual check we do is mostly for 1.2D + 1.6L
  23. Ayesha
    He is right. Moreover, Never follow safe blindly. Punching shear is the easiest to calculate, just do manual checks.
  24. Ayesha
    Sure, post here if you have any problems.
  25. Ayesha
    Its also called cylinderness effect, as I said in my post.
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