Nov 21, 2005 #1 KMA Structural Joined Feb 19, 2003 Messages 17 Location US Is there a check for the RESAL effect for thinned webbed members such as dapped end steel plate girders? I have seen it in reference to Post tensioning beams of varying depths, but not steel...any thoughts? TIA
Is there a check for the RESAL effect for thinned webbed members such as dapped end steel plate girders? I have seen it in reference to Post tensioning beams of varying depths, but not steel...any thoughts? TIA