Vinsanity
Well-known member
- Joined
- Nov 4, 2007
- Messages
- 173
- Reaction score
- 0
to give you a background, I have been unto structural design for 12.5 years and wondering if this would be ok to write for PM or go for less code dependent Im refering to Geotech...any advise guys???, since they change lots of stuff on Structural PM Depth Code , AISC, ACI etc..etc...
Last edited by a moderator: