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Figure 16.10 Sample moments for
a flat plate with no edge beams.
than
2 , the column strip takes a larger proportion of the moment. For such cases, about
60-70% of M o will be resisted by the column strip.
If you sketch in the approximate deflected shape of a panel, you will see that a larger
portion of the positive moment is carried by the middle strip than by the column strip, and
vice versa for the negative moments. As a result, about 60% of the positive M o and about
70% of the negative M o are expected to be resisted by the column strip. 2
2 White, Gergely, and Sexsmith, Structural Engineering , vol. 3: Behavior of Members and Systems .
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