Jun 25, 2013 #1 TheMoonlitKnight Structural Joined May 22, 2013 Messages 52 Location US Is anybody aware of a guideline for when LRFR/LRFD service III "should" be considered for prestressed concrete load ratings for permit loads? Seems like it should be a function of truck frequency and weight.
Is anybody aware of a guideline for when LRFR/LRFD service III "should" be considered for prestressed concrete load ratings for permit loads? Seems like it should be a function of truck frequency and weight.
Jul 3, 2013 #2 miecz Structural Joined Sep 30, 2004 Messages 1,400 Location US Our state Bridge Manual calls for Service III checks under Service Loads. Permit Loads would not need to be checked here. Upvote 0 Downvote
Our state Bridge Manual calls for Service III checks under Service Loads. Permit Loads would not need to be checked here.