jdcpese
Structural
- Aug 25, 2011
- 3
Does anybody have industry references and/or standard details for concrete floor slabs subjected to steel-tracked vehicles? I have a copy of UFC 3-320-06a which recommends using 5000 psi concrete, but it does not discuss the topic beyond that. Is the increased concrete strength sufficient to prevent the floor from being torn up by turning vehicles or do steel plates need to be placed in the floor slab or is there better method for addressing this servicibility criterion? Thanks for your help.