STRUCTURAL DESIGN CALCULATIONS
All slab-on-grade/ continuous footing/ pads / pole footing _ _ _ _ _ _ f’c= 2500 psi ... (inches) at diaphragm boundaries (all cases) at continuous panel edges parallel to load (Cases 3, 4), and at all panel edges (Cases 5 and 6) b ... shall be considered as a beam with uniform load per foot equal to 50 percent of the unit shear due to ...
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