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Chapter 16:Structural Design, NYC Building Code 2014 Reduced design live load per square foot (square meter) of area supported by the member. L o = Unreduced design live load per square foot (square meter) of area supported by the member (see Table 1607.1). K LL = Live load element factor (see Table 1607.9.1). A T = Tributary area, in square feet (square meters).
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Nanosilica As A Supplementary Cementitious Admixture In The authors of this paper (Lincy et al. 2017) reported that when colloidal nanosilica was incorporated in a cementitious matrix, as cement replacing material, a maximum efficiency factor of 5.44 was obtained at 3%, which was 1.8 times higher than the maximum efficiency factor of microsilica at a dosage of 7.5%.
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