This is a general question about the purpose of the IBC code. Is it just a guide or do we have to design to it with no exceptions? Or is it intended to be a guide for the local for the building official in establishing the local code?
We have performed pile load tests and based on the IBC 2006 there are 3 different methods to evaluate the failure load.
Are registered professionals bound by the code requirements?
What if I, as a PE, have another method that I feel is more suitable for the specific soil conditions?
Thanks-
We have performed pile load tests and based on the IBC 2006 there are 3 different methods to evaluate the failure load.
Are registered professionals bound by the code requirements?
What if I, as a PE, have another method that I feel is more suitable for the specific soil conditions?
Thanks-
