SLAB DESIGN - Memphis
5. Design beams if any, using procedures you learned in CIVL 4135. Positive and Negative Distribution of Moments For interior spans, the total static moment is apportioned between critical positive and negative bending sections as (See ACI 318-02 Sect. 13.6.3): Panel Moment Mo 100% Static Moment Negative Moment Mo negative Mu = 0.65 Mo Positive ...
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