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Posted: Fri Sep 27, 2013 6:43 pm Post subject: Staadpro2006 to staadpro v8i
please clarify my queries
1.what is the care to be taken by the staad2006 users when they switch to staadv8i in rcc and in steel analysis and design ( such as design of beam/column/and in support reactions/stresses/deflections etc) .?
2.what are the changes will occur when we open the rcc/steel structure created in staad2006 and opened in staadv8i. ?
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