6The 0.6 reduction factor on D is intended to apply to the calculation of net overturning stresses and forces. For wind, the analysis of For wind, the analysis of overturning should also consider roof uplift forces unless a separate load path is designed to transfer those forces.
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Reinforced Concrete Designd = effective depth from the top of a reinforced concrete beam to the centroid of the tensile steel d´ = effective depth from the top of a reinforced concrete beam to the centroid of the compression steel d b = bar diameter of a reinforcing bar D = shorthand for dead load DL = shorthand for dead load E = modulus of elasticity or Youngs
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