DTS419
Structural
- Jun 21, 2006
- 180
What do you do when you must design concrete per ACI 318 using LRFD but your given loads have been determined in ASD with the live load and dead load combined? For example, you are a supplier engaged to design a concrete foundation but the EOR who is providing you the loads has designed the building in ASD and did not separate dead and live. It's not in your scope and wouldn't be feasible to determine all of the loads throughout the building yourself, and ACI no longer has Working Stress Design provisions. You could conservatively factor the whole load as a live load and end up with an inefficient design, or...