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aid

  • Thread starter Thread starter PIdotEM
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Hi, at a first glance it seems fair to me, tonight I do well the calculations and let you know
 
Hi, I started to deal with it, but I didn't finish, tomorrow I'll give you the results. In the meantime, I would like to take a question, in the annexed document concerning the analytical calculation of the longitudinal distribution of the load, do two co-effents appear that I do not know where they come from, able to give me a hand? Thank you.
 

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I am looking at the pdf attached by primoalessio. the first part can be carried out with any method.
the second part I looked at it quickly and compared the results with iso 6336. If you didn't make the deal wrong, we are.
 
Hi, I started to deal with it, but I didn't finish, tomorrow I'll give you the results. In the meantime, I would like to take a question, in the annexed document concerning the analytical calculation of the longitudinal distribution of the load, do two co-effents appear that I do not know where they come from, able to give me a hand? Thank you.
If you take over the rule or a slightly more complete treatment, you can have more clarity.
on iso 6336-1 is explained everything.
 
hi, this is my calculation of the various factors, obviously with the approximations due to the calculation by the tables... .
some of your calculations I took them for good, as well as the qs coefficient you found.
 

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As regards coefficients a and b I do not know which correspondents are in iso 6336 1, however I remember that discussion having made it myself. However I think I do not deepen, I have already begun to implement iso 6336 on excel.. .
 
hi, this is my calculation of the various factors, obviously with the approximations due to the calculation by the tables... .
some of your calculations I took them for good, as well as the qs coefficient you found.
Thank you. I'll look inside.
 

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