The Earthquake Engineering Online ArchiveFormulas for Stress Ratio and Effective Flange Width of Simple and Continuous I, T, and Box BeamsSong, Qi-Gen UCB/SESM-1984/11, Dept. of Civil Engineering, University of California, Berkeley, 1984, 35 pages
Available online: http://nisee.berkeley.edu/documents/SEMM/SEMM-84-11.pdf (1 MB)
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