All,
For the design of concrete structures located in the arabian peninsula- what does other consider for the "moment resisting frames-Rw" (ordinary or intermediate?) specifically in Zone "0" areas. Also, there's a guide to use a minimum Zone to this areas, termed as "ZAG" with equivalent Ca and Cv values (again using moment resisting frames, is it ordinary or intermediate?). Thanks for any advice.
Regards,
Mondo