03-05-2011, 09:39 AM
dear Rigid_Joint
Thanks for reply
any reference or any example if you have would bee very helpfull.
I agree to you that the axial force should be taken from seismic design situations
(Ng+0.3Np+Ns), but i have seen in some books that is taken 1.35Ng+1.5Np, and this have confused mee very much.
One reference book in which the author use N = 1.35Ng+1.5Np and Ng+0.3Np+Ns, is book of author Jure Radiq - Betonske Konstrukcije - ( is in croatian Language).
Regards
z.g.
Thanks for reply
any reference or any example if you have would bee very helpfull.
I agree to you that the axial force should be taken from seismic design situations
(Ng+0.3Np+Ns), but i have seen in some books that is taken 1.35Ng+1.5Np, and this have confused mee very much.
One reference book in which the author use N = 1.35Ng+1.5Np and Ng+0.3Np+Ns, is book of author Jure Radiq - Betonske Konstrukcije - ( is in croatian Language).
Regards
z.g.
United States of Albania