Jeff
New member
- Jan 15, 1999
- 1
On occasion I have been asked by clients to perform minor modifications to their existing structures and during the analysis have found that sometimes the existing structures do not provide sufficient capacity (from a design standpoint) to safely account for existing loads (not including proposed modifications). It is often very difficult to explain to the client that if you designed the proposed modifications they would include major modifications to an existing structure that has been working fine for the last thirty years.
Does anyone know of a good commentary, textbook or paper that presents this situation in common everyday terms that would be helpful in explaining this situation to clients.
Does anyone know of a good commentary, textbook or paper that presents this situation in common everyday terms that would be helpful in explaining this situation to clients.