05-31-2011, 12:50 AM
Dear ynopum, Thank you very much for your objections for the style. You are completely in right for the recommendations and I will try to apply them in future.
Medo_sk, as I can notice you are from Macedonia too. I put the acceleration only for sense about the value of seismic force, and If you are engineer with good experience, with that data (acceleration, plans and sections ) you will be able to give your opinion about the adopted reinforcement and adopted dimensions for beams, columns...etc.
I cannot understand your complains.
Medo_sk, as I can notice you are from Macedonia too. I put the acceleration only for sense about the value of seismic force, and If you are engineer with good experience, with that data (acceleration, plans and sections ) you will be able to give your opinion about the adopted reinforcement and adopted dimensions for beams, columns...etc.
I cannot understand your complains.